20051393 Ver 1_COMPLETE FILE_20050906 (2)

JUL-21-2005 01:58P FROM: 70:7336893 P:1/6

B. Scott Mitchell Environmental Consulting
Date:
07-21-2005
Facsimile Transmittal EV
Pages (including cover page):
6
05-1343
Fax Number: Phone Number: _
733-6993 733-9502 I
From:
Scott Mitchell
Rowland Meadows -Initial Interest Form for Express R,cview Progxanr 1
Comments:
Debbie,
Attached is a completcd Initial Interest Form for the Express Review
Program for proposed Rowland Meadows subdivision in 1'uquay-Varina.
Please do not hesitate to call me if you need additional information to
process this request. Thanks, and I look forward to sp-aking?with you soon.
,5601 Maggie Run Lane Fuqu v-Vorina, Norlh C.arutina 77526
(.)ffice.919-557-4682 Fax: [phone] Mobile: [phone]
JUL-21-2005 THU 12:26 TEL:[phone] NAME:DWO-WETLANDS P. 1
Tn!
JUL-21-2005 01:50P FROM: TO:7336893 P:2/6
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 QVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Holland Road Inc tAttn' Q-QQ9 ag Sail)
Applicant Address: 1401 Aversboro Road_ - Suite 206
Garner NC 27529
Applicant's phone number. 919-772-3929
Fax number: 919-772-3437._.._
Applicant's email address: [e-mail]
Consultant Name (if applicable):
B Scott Mitchell Environmental Consulting (Attn: Scott Mitchell)
Consultant address (if applicable): 5601 Maggie Run Lane
Fucluay-Varina NC 27526
Consultant's phone number: 919-669-0322
Fax number: 919-557-4683
Consultant's email address: [e-mail]
Type of action requested under the Express Review Program (check all that apply):
¦ 401 Water Quality Certification
? Isolated Wetland Permit
¦ Riparian Suffer Approval
[] Stormwater Management Plan
Stream Origin Determination
# of Determinations Requested
? IntermittenvPerennial Determination
? Mitigation Plan
¦ Stream ¦ Wetland ¦ Buffers (check all appropriate)
# Of Determinations Requested
Name of Project: Rowland Meadows County:
Wake
Total project acreage: 79.23 (acres) Total built out impervious area: 12 - approximate acres)
Nearest named stream (from USGS topo map): Terrible Creek
Please provide a brief description of this project (attach site plan if available):
This proiec will create a residential subdivision on the subject orooertv Dome§Jic)waste will be treated and
disposed of by individual septic tanks on each lot. AN impacts listed above are required to pain access to upland
portions of the property or for road widening required by the Town of Fuguav-Varina.
JUL-21-2005 THU 12:26 TEL:[phone] NAME:DWO-WETLANDS P. 2
JUL-21-2005 01:58P FROM: TO:7336893 P:3/6
Please attach a map of site location using USGS 1,24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number
Approximately 3 miles east of Fuguav -V ring (Wake Count) on Dwight Rowland Road (SR 2753)._ Subiect
Property is located approArnately 1/10 mile west of intersection of Dwight Rowland Road (SR 2753) and
Kennebec Road (SR 2754)
Proposed impacts:
Acres of 404 wetlands: 0.43
Acres of isolated wetlands: None
Linear feet of streams: 35 1031
Linear feet of isolated streams: None
Square feet of protected stream buffers: 14.000
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. Yes October 31, 2003
Has any DWQ staff visited the site? Yes , if yes, please provide DWQ staff name, Michael Horan and
date of visit: July 28. 2004
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below.
F;os;on Control Flan Approval (NPDES General Stormwater Permit) - Issued by Wake County
Does this project require approval under the State: Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (rJo 401 expressO ncmail. net), faxed (919-733-6893) or hand-delivered to the Parkview Budding, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to partiblpate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact. Debbie Edwards at 919.733-9502 if you have any questions regarding this form.
2
JUL-21-2005 THU 12:26 TEL:[phone] NAME:DWQ-WETLANDS P. 3
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JUL-21-2005 THU 12:26 TEL:[phone] NAME:DWO-WETLANDS P. 4
JUL-21-2005 01:59P FROM:
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JUL-21-2005 THU 12:27 TEL:[phone] NAME:DWO-WETLANDS P. 5
JUL-21-2005 01:59P FROM: 70:7336893 P:6/6

JUL-21-2005 THU 12:27 TEL:[phone] NAME:DWO-WETLANDS P. 6
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 3, 2006
DWQ EXP # 05-1393
Wake County
Holland Road Inc.
Attn: Mr. Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
UT to Terrible Creek [27-43-15-8-(1), C NSW]
MODIFICATION to Approval of 401 Water Quality Certification with Additional
Conditions-Express Review Program
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 8,036 square feet (ft) of Zone 1 of the protected riparian
buffers, 5,580 square feet (ft) of Zone 2 of the protected riparian buffers and 105 linear feet of
stream to construct the proposed Rowland Meadows Subdivision project, as described within
your application dated and received by the N.C. Division of Water Quality (DWQ) on September
6, 2005 and all additional information submitted and received by the DWQ on September 15,
2005; September 23, 2005; November 15, 2005; December 1, 2005; and December 8, 2005.
After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number 3402 (GC3402). The Certification allows you to use
Nationwide Permit 39 when issued by the US Army Corps of Engineers (USACE). 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 oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetiands
None Caro ina
Nlaturully
An Equal opportunity/Affirmative Action Employer - 500% Recycled/100/. Post Consumer Paper

Rowland Meadows
Page 2 of 5
February 3, 2006
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 Authorization are met. No other impacts are approved
including incidental impacts:
Amount Approved Plan Location or Reference
Units
Stream 105 feet Dwight Rowland Road
Buffers 13,616 (square ft.) Impact Areas 1, 2, 3 & 4 on plan
sheet I-02
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. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance with GC 3402 and the Neuse Buffer Rules.
Rowland Meadows
Page 3 of 5
February 3, 2006
4. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http: //h2o. enr.state. nc. us/su/Forms Documents. htm.
5. 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.
6. 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 two months of the date that the Division of Land Resources has released the
proj ect.
7. No Impacts to Zone 1
No impacts shall occur to Zone 1 of the protected riparian buffers (except for uses and
activities designated as "exempt" within 15A NCAC 02B .0233), unless otherwise
approved by DWQ.
8. Culvert Installation
Bottomless culverts, bottomless arches or other spanning structures used on this project
shall span the entire bed and both banks of the stream and may only be used for a road,
driveway or path crossing. Mitering of the bottomless culvert in order to follow the
stream pattern is prohibited. The bottomless culverts required for this project shall be
installed in such a manner that the original stream profiles are not altered. Existing stream
dimensions (including the cross section dimensions, pattern, and longitudinal profile)
must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams.
Rowland Meadows
Page 4 of 5
February 3, 2006
9. Impervious Surface Areas and Deed Restriction(s)
DWQ understands that the percentage of impervious surface area for Rowland Meadows
is expected to be 12.30% according to your application dated September 6, 2005. Deed
notifications or similar mechanisms shall be placed on the lots 25, 44-62, 67-80, and 90
by July 18`h, 2006, or once the road construction is completed at the site; whichever
occurs first. Lots will not be cleared prior to the placement of deed notifications. The
deed notifications are to assure that the adjacent wetlands are not impacted. A signed and
notarized original copy of this deed restriction and two copies are required by this Office
prior to impacting any wetlands or waters.
Additionally, DWQ would like to remind you that if a compliance inspection reveals an
impervious built-out area of 30% or greater, then Holland Road, Inc. will be required to
comply with the requirements of Condition 4 in GC 3402.
10. 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.
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
12. Immediately upon receipt of the US Army Corps of Engineers wetland delineation
verification letter and map for Rowland Meadows, the owner shall mail a copy to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
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.
Rowland Meadows
Page 5 of 5
February 3, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or
Cynthia F. Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
Sincerely,
Alan W. Klimek, P.E.
AWKIasc
Enclosure: Certificate of Completion
Notification of Construction
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
B. Scott Mitchell Environmental Consulting; Attn: Scott Mitchell; 5601 Maggie Run Lane;
Fuquay-Varina, NC 27526
File Copy
Central Files
Filename: 051393RowlandMeadows(Wake)EXP+401 MOD
609 F:2 2
JFaht--30-20&-:, 02: ??}F' FF'Cil9: SCl7TT HITCHELL TD: ?- 7 -L
B. Scott Mitchell Environmental Consulting
Jaruarv 30, 2006
Ms. C'vnih'a Van Der Wicle
UWC) 401 Wetlands Certification Unit
2 32 1 Crabtree Boulevard
Suitc 250
Raleigh, North Carolina 27603
Re: Rowland Meadows Subdivision
Request to Revise Additional Condition of Certification #9
DWQ Express # 05-1393
Dear Mrs. Van Ucr Wicle:
This letter is in response to your letter dated January 18, 2006, regarding our request for the
mod] Iication of'Additional Condition of Certification 49 of the January 5, 2006,,Ipproi,al of 401
3Yuter Oualav Certification with Additional ('onditions-Express Review Progrum, for Rowland
Meadow; Subdivision. Additional Condition ofCertifrcation H9 states that:
"Deed notific-utions or similar mechanisms shall be placed on the lots 25. 44-62, 074% and 90 to
assure that the a(#acent wethtrids are not impacted. ,11 signed and notarized original coj v of this
deed restriction and two copies are required by this C)ffice prior to impacting any wetlands or
wat<r.c '.
Your letter requests a construction sequcnccftimeline for the roads and recordation of the lots.
I he owner helieves that road construction will begin very soon (upon receipt ofall necessary
permits and approvals) which will allow for lot recordation within approximately six months
from now. Please note that this timeline is an estimate since various factors (weutlier,
inspections. etc.) that are out of the owner's control may affect the construction schedule-
hank you for your time spent reviewing this request. Please do not hesitate to call me i f you
have any questions or concerns abuut this request or if you need any additional information,
Sincerely,
Scott ivli:chcll, PE, i,SS
5601 Maggie Run Lune Fuquav-Varina, North Carolina 27526
Ofide. 919-557-4682 Far- 919-557-4683 Mobile: [phone]
JHtJ-=;t=i-Liii=ir i U=ii J 1 t: i TEL: 919T336897-1 HHf9E: DWO-WETLHtID" P. E
JF=ihd =-c?=i?_? '- F FF.CttI: TT HIT17HELL TC:7_^?,_:q F: 1'
B. Scott Mitchell Environmental Consulting
Facsimile Transmittal
Date: Pages (including cover page):_
O 1- tiO-2006 2
Mrs. Cynthia Van Der Wiele
DW(? - 401 Wetlands Certification Unit
Express Review Program
2 321 Crabtree Boulevard
! Suite 250
Raleigh, NC 27604 J
Fax Number: Phone Number:
733-6893 j 715-3473 -
From:
Scott Mitchell _
Re:
Rowland Meadows Subdivision - Request to Revise Additional Condition
otTert11ication #9
Comments:
i Cynthia,
Attached is our response to you request for a-e action sequerwe/timeline
for Rowland Meadows Subdivision. Please dm't hesitate to call me if you
have any questions about this request. Thank you for your tiole.
5001 Maggie Run Lune Fnquuy-i arina, North (aroiina .17-526
Offl ee- 919-557-4682 Fax: [phone] Mohilel- 919-669-0329
TEL:919---Rq? tIRME:DWO-HETLPHDC- F. 1
B. Scott Mitchell Environmental Consulting
January 30, 2006
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
R@ r: flW7F
JAN 3 .1 2006
wE rUS Aty trtr";t "V -R "0A ITY
D S TORMWATER BRANCH
Re: Rowland Meadows Subdivision
Request to Revise Additional Condition of Certification #9
DWQ Express # 05-1393
Dear Mrs. Van Der Wiele:
This letter is in response to your letter dated January 18, 2006, regarding our request for the
modification of Additional Condition of Certification #9 of the January 5, 2006, Approval of 401
Water Quality Certification with Additional Conditions-Express Review Program, for Rowland
Meadows Subdivision. Additional Condition of Certification #9 states that:
"Deed notifications or similar mechanisms shall be placed on the lots 25, 44-62, 67-80, and 90 to
assure that the adjacent wetlands are not impacted. A signed and notarized original copy of this
deed restriction and two copies are required by this Office prior to impacting any wetlands or
waters. "
Your letter requests a construction sequence/timeline for the roads and recordation of the lots.
The owner believes that road construction will begin very soon (upon receipt of all necessary
permits and approvals) which will allow for lot recordation within approximately six months
from now. Please note that this timeline is an estimate since various factors (weather,
inspections, etc.) that are out of the owner's control may affect the construction schedule.
Thank you for your time spent reviewing this request. Please do not hesitate to call me if you
have any questions or concerns about this request or if you need any additional information.
Sincerely,
Scott Mitchell, PE, LSS
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
0? \ NA
r?Rp?
co
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 18, 2006
Holland Road Inc.
Attn: Mr. Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
UT to Terrible Creek [27-43-15-8-(1), C NSW]
Dear Mr. Ball:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 05-1393
Wake County
This letter is in response to your January 10, 2006 request for a modification to Additional
Condition Number 9 of the January 5, 2006 Water Quality Certification. You requested an
adjustment to the deed notification requirement for lots 25, 44-62, 67-80, and 90 noting that the
lots cannot be recorded until the roads are constructed.
This condition will not be waived. You have two alternatives:
1. Provide a construction sequence/timeline for the roads and recordation of the lots so that
reasonable accommodation can be made while at the same time providing assurance that
wetland resources will be protected. The Division can then write a modification to the
Certification; or
2. Ask for an adjudicatory hearing through the Office of Administrative Hearings. This
information was provided to you in the 401 Water Quality Certification approval letter.
Until either option is taken, you are reminded that the 401 Water Quality Certification and its
conditions are final and binding. If you have any questions, please telephone Cyndi Karoly at
919-733-9721 or Cynthia F. Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
Sincerely,
)y`ndi B. 1(4aroly
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
B. Scott Mitchell Environmental Consulting; Attn: Scott Mitchell; 5601 Maggie Run Lane;
Fuquay-Varina, NC 27526
File Copy
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
o Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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B. Scott Mitchell Environmental Consulting
January 10, 2006
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
a 006
JAN 1 2 2
we1lmpS MI) STORM?NA? BftANGH
Re: Rowland Meadows Subdivision
Request to Revise Additional Condition of Certification #9
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is a formal request to revise Additional Condition of Certification #9 of the January 5,
2006, Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program, for Rowland Meadows Subdivision. Additional Condition of Certification #9 states
that:
"Deed notifications or similar mechanisms shall be placed on the lots 25, 44-62, 67-80, and 90 to
assure that the adjacent wetlands are not impacted. A signed and notarized original copy of'this
deed restriction and two copies are required by this Office prior to impacting any wetlands or
waters. "
Lots cannot be recorded until roads are constructed, hence, this requirement not feasible. The
Owner requests that Condition #9 be adjusted to allow construction to begin prior to recordation
of lots. Additionally, the Owner offers to provide a signed and notarized copy of the deed
notifications or similar mechanisms used to assure that adjacent wetlands are not impacted within
15 days of recordation; as is required by the US Army Corps of Engineers General Permit
(Regional and Nationwide) Verification for wetland preservation areas.
Thank you for your time spent reviewing this request. Please do not hesitate to call me if you
have any questions or concerns about this request or if you need any additional information.
Sincerely,
Scott Mitchell, PE, LSS
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Ofltce:919-557-4682 Fax: [phone] Mobile: [phone]
COPY
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521326 County: Wake USGS Quad: Angier
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. Douglas Ball ?? rL7 D
Address: Holland Road, Inc. D
1401 Aversboro Road, Suite 206 JAN 1 2 2006
Garner, NC 27529
Telephone No.: 919-772-3929
t)ENK - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Size and location of property (water body, road name/number, town, etc.): The project site is located off Dwight
Roland Road, approximately 1/10 mile south of the intersection with Kennebec Road, near Fuguav-Varina in
Wake County, NC.
Description of projects area and activity: This permit authorizes 0.3586 acres of permanent wetland impact, 0.0998
acres of temporary wetland impact, 69 LF of permanent stream impacts, and 36 LF of temporary stream
impacts associated with a residential subdivision. Mitigation is proposed in the form of preservation of 9.03
acres of wetlands via restrictive covenants (see permit conditions for additional information).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence thi' activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NW?.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at [phone] x30.
Permit Conditions
Please reference your letter (via Senter, Stephenson and Johnson - Attorneys at Law) dated December 20, 2005,
concerning the necessary language for the restrictive covenants governing the preservation area as required as
mitigation for the proposed impacts. We (the Corps of Engineers) agree with the language within the December 20,
2005 letter and require the following permit condition (pertaining to the restrictive covenants):
- Permitee shall execute and cause to be recorded in the Wake County Register of Deeds restrictive covenants as
described in your December 20, 2005 letter (via Senter, Stephenson and Johnson - Attorneys at Law) for the purpose of
maintaining the conservation areas, as shown on the recorded plat (properly recorded and showing preservation areas),
-2-
in their natural state in perpetuity, prior to the sale or conveyance of any lots or other property within the subdivision.
The permittee shall enforce the terms of the restrictive covenants and, prior to conveyance of the property, shall take no
action on the property described in the covenants inconsistent with the terms thereof. The permittee shall provide a
copy of the recorded restrictive covenants to the Corps of Engineers within 15 days of recording. -
Corps Regulatory Official Monte Matthews 9k M..W'Date: December 29, 2005
Expiration Date of Verification: March 18, 2007
B. Scott Mitchell Environmental Co tin..
D
Transmittal
JAI 1 2 2006
Date: Phone Number:
01-10-2006 715-3473 WETLANDS AND iiTURMWAT R BRANCH
To:
Ms. Cynthia Van Der Wiele, PhD
DWQ - Wetlands / 401 Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Transmitted By:
?Hand Delivery ®Standard Mail ?FedEX ?Other
From:
Scott Mitchell
Re:
Rowland Meadows Subdivision - Wetland Delineation Verification Letter and Ma
Aaacnments :
Copies Date Description
1 12-09-2005 USACE Notification of Jurisdictional Determination
1 12-09-2005 Signed Wetlands Delineation Ma

Comments:
Ms. Van Der Wiele,
Attached is a copy of the USACE Notification of Jurisdictional Determination and signed
wetlands delineation map for Rowland Meadows Subdivision, as required by the 401
Certification. Don't hesitate to call me if you have any questions or if you need
additional information. Thanks.
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
73
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521326 County: Wake U.S.G.S. Quad: Angier
NOTIFICATION OF JURISDICTIONAL DETERMINATION M(?
Property Owner/Agent: Holland Road, Inc. U', ?J L5 D
Attn: Mr. Douglas Ball
Address: 1401 Aversboro Road, Suite 206 J is N 1 2 200E
Garner, NC 27529
Telephone No.: 919-772-3929
utNR - VAI LR QJAl_IT(
WETLANDS &ND S 6RMWKER BRANCH
Size and location of property (waterbody, road name/number, town, etc.) The property (know as Rowland
Meadows) is located off Dwight Roland Road near Fuguay-Varina in Wake County, NC.
Indicate Which of the Following Apply:
Based on preliminary information, there may be Wetlands and Streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are Wetlands and Streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the Wetlands and Streams on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
The Wetlands and Streams on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
X The Wetlands and Streams have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on December 9, 2005. Unless there is a change
in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: Monte
Date December 9, 2005 Expiration Date December 9, 2010
Page 1 of 2
Action Id. 200521326
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Monte Matthews at
919-876-8441 x30.
Basis For Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and are adjacent to UT of Terrible Creek. The property also contains stream channels
that exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Terrible Creek in the Neuse River Basin.
Corps Regulatory Official (Initial): 1" `M
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: B. Scott Mitchell Environmental Consulting
Attn: Scott Mitchell
5601 Maggie Run Lane, Fuquay-Varina, NC 27526
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Holland Road, Inc. File Number: 200521326 Date: December 9, 2005
Attn: Mr. Douglas Ball
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section Il of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact: .
Monte Matthews Mr. Michael F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
I*k
HII-1o-??El-l`. _ rF' FF'i711:'3t OTT MITI=HELL TO: 73 16097 F''"t
•
B. Scott Mitchell Environmental Consulting
January 10, 2006
Ms. Cynthia Van Der Wicle
DWQ -401 Wetlands Certification Unit
Fxpress Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
Re- Rowland Meadows Subdivision
Request to Revise Additional Condition of Certification 49
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
Phis letter is a formal request to revise Additional Condition of Certification 49 of the January 5,
2000.:lpprovol of 401 Water Quality Cerliftcation with Additional Conditions-GYI)ress Review
pram, for Rowland Meadows Subdivision. Additional Condition of Certif ication #9 states
Pro,
that:
"Deed notifications or similar mechanisms shall be placed on the lots 25, 44-0. 67-80. and 90 to
assure that the adjacent wetlands are not impacted. A signed and notarized original copy of this
deed restriction and two copies are required by this Office prior to impacting ant, wetlands or
wot ers.
Lots cannot be recorded until roads are constructed, hence, this requirement not feasible. The
Owner requests that Condition #9 be adjusted to allow construction to begin prior to recordation
of lots. Additionally, the Owner offers to provide a signed and notarized copy of the deed
notifications or similar mechanisms used to assure that adjacent wetlands are not impacted within
5 days ofrecordatiom as is required by the US Army Corps of Engineers General Permit
(Regional and Nationwide) Verification for wetland preservation areas.
']'hank you for your time spent reviewing this request. Please do not hesitate to call me if you
have any questions or concerns about this request or if you need any additional information.
Sincerely,
Scot! Mitchell, IT". LSs
5601 Maggie Run Lane FuquUV-Marina. North Carolina 27526
C)fjlce: 919-557-4682 Fax: [phone] Mobile. [phone]
TR I-1f-i-0201216 TUE 14:'55 TEL: [phone] tIAME: DWQ -WETLAND P. 2
JAP1-1t?-`rb_1?, 01:5-P FRr(9: SCGTT MITCHELL T0:7=339-, P: ^''`I
COPY
U.S. ARMY CORPS OF ENGINEERS
WILMING'T'ON DISTRICT
Action ID. 200521326 County: Wake
USGS Quad: Angier
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. Douglas Ball
Address: Holland Road, Inc.
1401 Aversboro Road, Suite 206
Garner, NC 27529
Telephone No.: 919-772-3929
Size and location of property (water body, road name/number, town, etc.): The project site is located off Dwiebt
Roland Road, approximately 100 mile south of the intersection with Kennebec Road, near Fuguay-Varina in
Wake County, NC.
Description of projects area and activity: This permit authorizes 0.3586 acres of permanent wetland impact, 0.0998
acres of temporary wetland impact, 69 LF of permanent stream impacts, and 36 LF of temporary stream
impacts associated with a residential subdivision. Mitigation is proposain_the forth of preservation.af 9.03
acres of wetlands via restrictive covenants (see permit conditions for additional information).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plants may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs arc scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the N WPs. We will issue a public notice when the N WPs are reissued. Furthermore, if you commence or are under
contract to commcnce this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified tetras and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the pennittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at [phone] 00.
Permit Conditions
Please reference your letter (via Senter, Stephenson and Johnson - Attorneys at Law) dated December 20, 2005,
concerning the necessary language for the restrictive covenants governing the preservation area as required as
mitigation for the proposed impacts. We (the Corps of Engineers) agree with the language within the December 20,
2005 letter and require the following permit condition (pertaining to the restrictive covenants):
- Permitee shall execute and cause to be recorded in the Wake County Register of Deeds restrictive covenants as
described in your December 20, 2005 letter (via Senter, Stephenson and Johnson - Attorneys at Law) for the purpose of
maintaining the conservation areas, as shown on the recorded plat (properly recorded and showing preservation areas),
JAIJ-1A-200G. THE 14:56 TEL:[phone] NAME:Dh1Q-IJETLAHEG P. -
y TO:'.335 P:4
Ti 1N-10-2=05 0"::':513F FROM: SCOTT HITCHELL
•
-t-
in their natural state in perpetuity, prior to the sale or conveyance of any lots or other property within the subdivision.
The permittee shall enforce the terms of the restrictive covenants and, prior to conveyance of the property, shall take no
action on the property described in the covenants inconsistent with the terms thereof. 'The permittee shall provide a
copy of the recorded restrictive covenants to the Corps of Engineers within 15 days of reeor? dt g
Corps Regulatory Official - Monte Matthews lok? 4L----Datc: December 29, 2005
F.xpiration Date of Verification: March 18, 2007
JOH-10-21=90 THE 14:56 TEL:[phone] NAME: DWO-WETLANDS P. 4

o?w A r?9p?
r
O 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 5, 2006
Holland Road Inc.
Attn: Mr. Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
UT to Terrible Creek [27-43-15-8-(1), C NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 05-1393
Wake County
Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 8,036 square feet (ft) of Zone 1 of the protected riparian
buffers, 5,580 square feet (ft) of Zone 2 of the protected riparian buffers and 105 linear feet of
stream to construct the proposed Rowland Meadows Subdivision project, as described within
your application dated and received by the N.C. Division of Water Quality (DWQ) on September
6, 2005 and all additional information submitted and received by the DWQ on September 15,
2005; September 23, 2005; November 15, 2005; December 1, 2005; and December 8, 2005.
After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number 3402 (GC3402). The Certification allows you to use
Nationwide Permit 39 when issued by the US Army Corps of Engineers (USACE). 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 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
One Caro
N na
aatura??y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Rowland Meadows
Page 2of5
January 4, 2006
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 Authorization are met. No other impacts are approved
including incidental impacts:
Amount Approved Plan Location or Reference
Units
Stream 105 feet Dwight Rowland Road
Buffers 13,616 (square ft.) Impact Areas 1, 2, 3 & 4 on plan
sheet I-02
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. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance with GC 3402 and the Neuse Buffer Rules.
Rowland Meadows
Page 3 of 5
January 4, 2006
4. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCG010000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://h2o.enr.state.ne.uslsu/Forms Documents.htm.
5. 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.
6. 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 two months of the date that the Division of Land Resources has released the
proj ect.
7. No Impacts to Zone 1
No impacts shall occur to Zone 1 of the protected riparian buffers (except for uses and
activities designated as "exempt" within 15A NCAC 02B .0233), unless otherwise
approved by DWQ.
8. Culvert Installation
Bottomless culverts, bottomless arches or other spanning structures used on this project
shall span the entire bed and both banks of the stream and may only be used for a road,
driveway or path crossing. Mitering of the bottomless culvert in order to follow the
stream pattern is prohibited. The bottomless culverts required for this project shall be
installed in such a manner that the original stream profiles are not altered. Existing stream
dimensions (including the cross section dimensions, pattern, and longitudinal profile)
must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams.
Rowland Meadows
Page 4 of 5
January 4, 2006
9. Impervious Surface Areas and Deed Restriction(s)
DWQ understands that the percentage of impervious surface area for Rowland Meadows
is expected to be 12.30% according to your application dated September 6, 2005. Deed
notifications or similar mechanisms shall be placed on the lots 25, 44-62, 67-80, and 90
to assure that the adjacent wetlands are not impacted. A signed and notarized original
copy of this deed restriction and two copies are required by this Office prior to impacting
any wetlands or waters.
Additionally, DWQ would like to remind you that if a compliance inspection reveals an
impervious built-out area of 30% or greater, then Holland Road, Inc. will be required to
comply with the requirements of Condition 4 in GC 3402.
10. 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.
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
12. Immediately upon receipt of the US Army Corps of Engineers wetland delineation
verification letter and map for Rowland Meadows, the owner shall mail a copy to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
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.
Rowland Meadows
Page 5 of 5
January 4, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or
Cynthia F. Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
Sincerely,
AWKIasc
Enclosure: Certificate of Completion
Notification of Construction
Alan . Klimek, P.E.
r
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
B. Scott Mitchell Environmental Consulting; Attn: Scott Mitchell; 5601 Maggie Run Lane;
Fuquay-Varina, NC 27526
File Copy
Central Files
Filename: 051393RowlandMeadows(Wake)EXP+401
B. Scott Mitchell Environmental Consulting
December 8, 2005
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
212@19OW[gy
DEC 8 2005
DENR - WATER QUALITY
WETLANDS AND STORI MATER BRANCH
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated December 5, 2005. Requested additional information is provided in the same order as
requested.
1. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and
"Impact 4" on your plan sheets will be restored to their original state. Please include a
timeline for re-vegetation of these wetland impacts and details on the composition and
provenance of your native herbaceous seed mis:
Upon completion of road grading in these two impact areas, temporary wetland impact
areas will be returned to their original grade and revegetated with a native herbaceous
seed mix. Erosion and sedimentation control laws and local ordinances require that
disturbed areas be stabilized (planted, mulched, paved, etc.) within 30 days of the
completion of grading activities. The herbaceous seed mix will be comprised of available
approved North Carolina native seed mixtures and supplied by a vendor listed on the
DWQ "Wetland (Native) Plant Vendor List for North Carolina". It is likely that each
vendor will have a slightly different seed mixture. A note will be added to the
construction plans that indicates that the seed mixture for these areas must be comprised
entirely of North Carolina native plants.
2. The "Impact Details"plan sheet (I--02) you submitted was in hand-written red ink. Red
ink does not copy and therefore, copies of the plan sheet that are used in the field will
not have the proper impact revisions noted on them. Please make these corrections on
your original autocad file and resubmit this plan sheet.
A copy of the corrected Impact Details plan sheet is attached for your review.
3. Mitigation will be required for Zone I impacts (1,537 s) and Zone 2 impacts (1,533 si
that are not a result of the Dwight Rowland Road widening, but are instead, a result of
the installation of Rolling Tracks Road at it's preferred location. If this requires
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Wice:919-557-4682 Far: 919-557-4683 Mobile: [phone]
additional mitigation credits from NC EEP, please include a letter verifying that
additional mitigation will be accepted by that agency.
Revised Impact Maps that delineate impacts for Dwight Rowland Road widening
separately from impacts required for the construction of Rolling Tracks Road are attached
for your review. Neuse Riparian Buffer impact details are indicated below and on the
attached revised maps.
Dwight Rowland Road Widening Neuse Buffer Impacts (no mitigation):
Zone 1: 1,324 sf
Zone 2: 594 sf
Rolling Tracks Road Neuse Buffer Impacts (mitigation required:
Zone 1: 249 sf
Zone 2: 939 sf
The attached copy of the EEP acceptance letter illustrates that sufficient mitigation
credits have been allotted for proposed Rolling Tracks Road Neuse Buffer impacts.
Additionally, a revised copy of the buffer impact table from the PCN Application is
attached for your review.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions or concerns about this project or if you need any additional
information.
Sincerely,
Scott Mitchell, PE, LSS
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2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
7nne* I Impact Required
"*V- &os ,? ystem _l
.
y. ti is
PROGRAM
October 3, 2005
Scott Mitchell
B. Scott Mitchell Environmental Consulting
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
Project: Rowland Meadows Subdivision County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.47 0 0 0 0 0 1,453 1,915
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
19 .
z?I?
iilliam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
KutoYG;,?,... E K44"... Pro" Our .ftat&
?I,i,
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 / www.nceep.net
?OF W A TF9p Michael F. Easley, Governor
`Q William G. Ross Jr., Secretary
Cij r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
0
December 5, 2005
DWQ EXP No. 05-1393
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Holland Road Inc.
Attn: Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Ball:
On December 1, 2005, the Division of Water Quality (DWQ) received your response to our request for
additional information to your September 6, 2005 application for a 401 Water Quality Certification and
Riparian Buffer Authorization. The DWQ has determined that your response was inadequate. As a
result, your application is incomplete. Several attempts have been made to process this application
through the Express Review Permitting process. Due to three prior holds issued by the DWQ on
September 8, 2005; September 16, 2005; and November 18, 2005, the DWQ feels the Express Review
Program is the incorrect review program for your project. This letter advises you that your project will be
considered ineligible for Express Review. However, this project will continue to be processed through
the Express Review Program by the Express Review Program staff, but will no longer be under the
Express Review time constraints.
The DWQ will require additional information in order to process your application to impact protected
wetland, streams and/or buffers on the subject property. Therefore, unless we receive the additional
information requested previously, and repeated 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:
1. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and "Impact 4" on
your plan sheets will be restored to their original state. Please include a timeline for re-vegetation
of these wetland impacts and details on the composition and provenance of your native herbaceous
seed mix.
2. The "impact details" plan sheet (I-02) you submitted was in hand-written red ink. Red ink does not
copy and therefore, copies of the plan sheet that are used in the field will not have the proper impact
revisions noted on them. Please make these corrections on your original autocad file and resubmit
this plan sheet.
3. Mitigation will be required for Zone 1 impacts (1,537 SF) and Zone 2 impacts (1,533 SF) that are
not a result of the Dwight Rowland Road widening, but are instead, a result of the installation of
Rolling Track Road at it's preferred location. If this requires additional mitigation credits from NC
EEP, please include a letter verifying that additional mitigation will be accepted by that agency.
-- ,.Tanµ.
401 Oversight/ Express Review Permitting Unit XldlCli1F
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Rowland Meadows Subdivision r
Page 2 of 2
December 5, 2005
Please respond within five (5) days of the date of this letter by sending five (5) sets of this information in
writing.
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 Cynthia Van Der Wiele at [phone] or Amy
Chapman at [phone] if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBKlasc%vdw
cc: Scott Mitchell, B. Scott Mitchell Environmental Consulting, 5601 Maggie Run Lane, Fuquay-
Varina, NC 27526
USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051393Rowland Meadows (Wake)EXP+hold4
DWQ # EY,l' 05-1393 Rowland Meadows S/D
Subject: DWQ # EXP 05-1393 Rowland Meadows S/D
From: Laurie Dennison <[e-mail]>
Date: Mon, 05 Dec 2005 14:19:11 -0500
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: application/msword
051393RowlandMeadows(Wake)EXP+RTN +hold4.doc Content-Encoding: base64
1 of 1 12/5/2005 2:23 PM
Rowland Meadows 20051393 Wake Co.
Subject: Rowland Meadows 20051393 Wake Co.
From: Eric Kulz <[e-mail]>
Date: Thu, 08 Dec 2005 08:00:29 -0500
To: Cynthia Van Der Wiele <[e-mail]>
Cynthia:
I disagree with the consultant's assessment in No. 6 of the response letter that
mitigation is not required for the proposed buffer impacts. Impact Area #2 involves
widening Dwight Rowland Road, which I believe falls under road crossings, since they
are adding pipe. I agree that this is allowable with no mitigation. However, the
construction of the intersection of Rolling Tracks Road at Dwight Rowland Road
results in some (non-perpendicular) impacts that are beyond what would have resulted
had Rolling Tracks Road not been added. Specifically, Impacts to Z1 and Z2 beneath
and immediately adjacent to to the east of Rolling Tracks Road that are not located
beneath the footprint of the widened Dwight Rowland Road.
If Rolling Tracks Road could be moved to the west to avoid the buffers , the road
would encroach on buffers along a stream segment to the west of the proposed
intersection. So impacts are unavoidable. However, my take on it is, if they are
going to put in that road, some of those impacts are non-perpendicular impacts
(listed in the Table of Uses as "Road impacts other than crossings of streams and
other surface waters subject to the rule"), and therefore require mitigation.
Lots of DWQ time spent on this project!!!!!!!!!!!
Eric
Eric Kulz <[e-mail]>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1 12/14/2005 3:12 PM
B. Scott Mitchell Environmental Consulting
December 8, 2005
Ms. Cynthia Van Der Wiele D
DW - 401 Wetlands Certification Unit DEC Q 8
Express Review Program 2005
2321 Crab Su to 250 tree Boulevard wEWoS?DSAOR,QAL/
Raleigh, North Carolina 27604 RANCH
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated December 5, 2005. Requested additional information is provided in the same order as
requested.
Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and
"Impact 4" on your plan sheets will be restored to their original state. Please include a
timeline for re-vegetation of these wetland impacts and details on the composition and
provenance of your native herbaceous seed mix.
Upon completion of road grading in these two impact areas, temporary wetland impact
areas will be returned to their original grade and revegetated with a native herbaceous
seed mix. Erosion and sedimentation control laws and local ordinances require that
disturbed areas be stabilized (planted, mulched, paved, etc.) within 30 days of the
completion of grading activities. The herbaceous seed mix will be comprised of available
approved North Carolina native seed mixtures and supplied by a vendor listed on the
DWQ "Wetland (Native) Plant Vendor List for North Carolina". It is likely that each
vendor will have a slightly different seed mixture. A note will be added to the
construction plans that indicates that the seed mixture for these areas must be comprised
entirely of North Carolina native plants.
2. The "Impact Details"plan sheet (I--02) you submitted was in hand-written red ink. Red
ink does not copy and therefore, copies of the plan sheet that are used in the field will
not have the proper impact revisions noted on them. Please make these corrections on
your original autocad file and resubmit this plan sheet.
A copy of the corrected Impact Details plan sheet is attached for your review.
3. Mitigation will be required for Zone I impacts (1,537 sj) and Zone 2 impacts (1,533 sfi
that are not a result of the Dwight Rowland Road widening, but are instead, a result of
the installation of Rolling Tracks Road at its preferred location. If this requires
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
additional mitigation credits from NC EEP, please include a letter verifying that
additional mitigation will be accepted by that agency.
Revised Impact Maps that delineate impacts for Dwight Rowland Road widening
separately from impacts required for the construction of Rolling Tracks Road are attached
for your review. Neuse Riparian Buffer impact details are indicated below and on the
attached revised maps.
Dwight Rowland Road Widening Neuse Buffer Impacts (no mitigation):
Zone 1: 1,324 sf
Zone 2: 594 sf
Rolling Tracks Road Neuse Buffer Impacts (mitigation required:
Zone 1: 249 sf
Zone 2: 939 sf
The attached copy of the EEP acceptance letter illustrates that sufficient mitigation
credits have been allotted for proposed Rolling Tracks Road Neuse Buffer impacts.
Additionally, a revised copy of the buffer impact table from the PCN Application is
attached for your review.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions or concerns about this project or if you need any additional
information.
Sincerely,
Scott Mitchell, PE, LSS
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Elegmtem
PROGRAM
October 3, 2005
Scott Mitchell
B. Scott Mitchell Environmental Consulting
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
Project: Rowland Meadows Subdivision County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.47 0 0 0 0 0 1,453 1,915
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
illiam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
R,P,stori;tg... ... PYO? Our State
WMA
O&A
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 8,036 3 (2 for Catawba) 747 (IA#2)
2 5,580 1.5 1,408.5 (IA#2)
Total I 13,616 I I 2,155.5 (IA#2)
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Per DWO comments, mitigation is required for Neuse Buffer impacts resulting from the
construction of Rolling Tracks Road minus impacts required to widen existing Dwight
Rowland Road (Impact Area #2). The Owner will make payment to the NC EEP for these
Neuse Buffer impacts Required mitigation payment is $2,069.28.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildines are the only existing impervious surfaces on the property (these will be
remove Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
for this new subdivision. Assuming a maximum average impervious surface coverage at full
build-out of 3,000 ft2 per lot (includes house, driveway, accessory structures, patios, walkways,
etc.) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
proposed impervious area is likely a high estimate when considering the typical lot will average
2,000 to 2,500 ft2 of impervious surface Newly concentrated stormwater flows will be directed
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Buffers.
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Page 12 of 13
B. Scott Mitchell Environmental Consulting
December 8, 2005
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
P@1NOwIRDO
DEC 8 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated December 5, 2005. Requested additional information is provided in the same order as
requested.
1. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and
"Impact 4" on your plan sheets will be restored to their original state. Please include a
timeline for re-vegetation of these wetland impacts and details on the composition and
provenance of your native herbaceous seed m&
Upon completion of road grading in these two impact areas, temporary wetland impact
areas will be returned to their original grade and revegetated with a native herbaceous
seed mix. Erosion and sedimentation control laws and local ordinances require that
disturbed areas be stabilized (planted, mulched, paved, etc.) within 30 days of the
completion of grading activities. The herbaceous seed mix will be comprised of available
approved North Carolina native seed mixtures and supplied by a vendor listed on the
DWQ "Wetland (Native) Plant Vendor List for North Carolina". It is likely that each
vendor will have a slightly different seed mixture. A note will be added to the
construction plans that indicates that the seed mixture for these areas must be comprised
entirely of North Carolina native plants.
Z The "Impact Details"plan sheet (I--02) you submitted was in hand-written red ink. Red
ink does not copy and therefore, copies of the plan sheet that are used in the field will
not have the proper impact revisions noted on them Please make these corrections on
your original autocad file and resubmit this plan sheet.
A copy of the corrected Impact Details plan sheet is attached for your review.
3. Mitigation will be required for Zone I impacts (1,537 sfi and Zone 2 impacts (1,533 sn
that are not a result of the Dwight Rowland Road widening, but are instead, a result of
the installation of Rolling Tracks Road at it's preferred location. If this requires
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Ojftce:919-557-4682 Fax: [phone] Mobile: [phone]
additional mitigation credits from NC EEP, please include a letter verifying that
additional mitigation will be accepted by that agency.
Revised Impact Maps that delineate impacts for Dwight Rowland Road widening
separately from impacts required for the construction of Rolling Tracks Road are attached
for your review. Neuse Riparian Buffer impact details are indicated below and on the
attached revised maps.
Dwight Rowland Road Widening Neuse Buffer Impacts (no mitigation):
Zone 1: 1,324 sf
Zone 2: 594 sf
Rolling Tracks Road Neuse Buffer Impacts (mitigation required:
Zone 1: 249 sf
Zone 2: 939 sf
The attached copy of the EEP acceptance letter illustrates that sufficient mitigation
credits have been allotted for proposed Rolling Tracks Road Neuse Buffer impacts.
Additionally, a revised copy of the buffer impact table from the PCN Application is
attached for your review.
's'hank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions or concerns about this project or if you need any additional
information.
Sincerely,
Scott Mitchell, PE, LSS
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Y
PROGRAM
October 3, 2005
Scott Mitchell
B. Scott Mitchell Environmental Consulting
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
Project: Rowland Meadows Subdivision County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.47 0 0 0 0 0 1,453 1,915
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
19 . 4
rilliam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
RP.stoirir?c?... P ... Proft" our Stag
WWA
?&h
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,036 3 (2 for Catawba) 747 (IA#2)
2 5,580 1.5 1,408.5 (IA#2)
Total 13,616 2,155.5 (IA#2)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please
Donation of Property, Riparian Buffer
Riparian Buffer Restoration Fund). Plc
within 15A NCAC 2B .0242 or .0244, or
discuss what type of mitigation is proposed (i.e.,
Restoration / Enhancement, or Payment into the
ase attach all appropriate information as identified
0260.
Per DWQ comments mitigation is required for Neuse Buffer impacts resulting from the
construction of Rolling Tracks Road minus impacts required to widen existing Dwight
Rowland Road (Impact Area #2). The Owner will make payment to the NC EEP for these
Neuse Buffer impacts. Required mitigation payment is $2,069.28.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaces on the property (these will be
removed). Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
for this new subdivision. Assuming a maximum average impervious surface coverage at full
build-out of 3,000 ft2 per lot (includes house driveway, accessory structures, patios, walkways,
etc.) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
proposed impervious area is likely a high estimate when considering the typical lot will average
2,000 to 2,500 ft2 of impervious surface. Newly concentrated stormwater flows will be directed
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Buffers.
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Page 12 of 13
Rowland Meadows 20051393 (Wake County)
Subject: Rowland Meadows 20051393 (Wake County)
From: Eric Kulz <[e-mail]>
Date: Mon, 28 Nov 2005 15:11:46 -0500
To: Cynthia Van Der Wiele <[e-mail]>
Cynthia;
I think I understand what is going on with this site now. I guess the only issue I
have is the consultant's contention that through preservation of Neuse buffers, they
are mitigating for non-perpendicular impacts at Impact Area 2. They need to pay into
the fund for at least some portion of the Zone 1 impacts (1,537 SF) and Zone 2
impacts (1,533 SF) that are not a result of the Dwight Rowland Road widening, but are
instead a result of the installation of Rolling Track Road at it's desired location.
In addition, his cover letter states that the above figures require mitigation for
Impact Area 2, but the Table in the PCN, and the following explanation in No. 3 below
the table, I can't figure out how he got his numbers after applying the multipliers
Let me know what you think.
I entered another brief staff report in BIMS.
Eric
Eric Kulz <[e-mail]>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1 12/1/2005 3:57 PM
B. Scott Mitchell Environmental Consulting
December 1, 2005
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
od?D
DES 1 Zo05
CEO 0
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated November 18, 2005. Requested additional information is provided in the same order as
requested.
1. Please provide recorded deed notifications on the following lot numbers. 25-27, 44-59,
67-80, 87 and 88. Please note that deed notifications or similar mechanisms shall be
placed on the above-mentioned lots to assure compliance with the conditions of this
variance approval. These mechanisms shall be put in place prior to impacting any
buffers approved for impact under this Minor Variance.
The lots in this proposed subdivision do not legally exist at this point in time. Hence, it is
impossible to record deed notifications at this time. The Owner asks that recordation of
deed notifications be included as a condition of 401 Certification and/or issuance of the
Neuse Riparian Buffer Authorization Certificate. Additionally, several of the lots listed
above do not include jurisdictional wetlands or buffers. The revised site plan with level
spreaders and maps I-1 and I-2 illustrate the correct adjusted lot layout to preclude the
majority of jurisdictional wetlands and buffers on the site. The lot layout illustrated on
the previously submitted level spreader drawing is incorrect. This error has been
corrected on the attached site plan.
2. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and
"Impact 4" on your plan sheets will be restored to their original state.
Temporary wetland impacts in both of these locations cover wetlands that are between
the toe of the proposed fill slopes and the proposed right-of-way. This area will be
cleared of forest vegetation, returned to its original grade and revegetated with a native
herbaceous seed mixture.
3. Please provide a copy of the US Corps of Engineers letter verifying your wetland
delineation.
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Offtce:919-557-4682 Fax: [phone] Mobile: [phone]
I have verbally requested from Mr. Monte Matthews with the USACE, a letter or e-mail
indicating the status of the wetlands delineation plat. At this time, I have not received an
e-mail or Jurisdictional Determination. I will provide copies of this documentation as
soon as I receive it.
4. Worksheets were provided for all of the level spreaders at the site with the exception of
level spreader #8. Please provide the worksheet for level spreader #8.
The worksheet for level spreader #8 is attached for your review.
5. The wetland impacts on your plan sheet labeled "Impact Details" need to be recorded
in acres. In addition, the buffer impacts on that plan sheet did not match the buffer
impacts that were recorded in your permit application. Please correct and resubmit
your "Impact Details" plan sheet.
A revised "Impact Details" plan sheet is attached for your review. Additionally, the
buffer impacts table of the permit application has been corrected and is also attached for
your review.
6. The letter dated, September 21, 2005, from EEP states you are approved for mitigation
credits totaling 1,453 square feet. However, you will need 1,537 square feet of
mitigation credits for your project. Please submit a revised letter for the EEP
authorizing payment for the correct square footage of impacts in Zone 1.
A detailed review of the Neuse Buffer Rules indicates that mitigation is not required for
proposed buffer impacts on this site. My previous assumption that the proposed non-
perpendicular buffer impacts in Impact Area #2 require mitigation was incorrect.
7. In your November 15, 2005 revised permit submittal, you reference an inspection by
Mike Horan of DWQ verifying a feature labeled as "F" on your plans was not actually
on your site as previously thought. Please provide the letter from Mike Horan.
The corrected Neuse Buffer determination letter from Mike Horan is attached for your
review.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions, comments or concerns about this project or if you need any
additional information.
Sincerely,
Scott Mitchell, PE, LSS
DWO Project No._E-9 05- 1393
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATI4
Project Name :
Contact Person:
Level Spreader ID: _ #X 8
(please complete the following information):
M, fern e- Phone Number:
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
01-1 ft.
5.70 ac.
Ice N':h [gels:, ac.
7-7 %
Max. Discharge from a 10 Year Storm _11 . 4?4U cfs
Max. Discharge to Level Spreader / ( cfs
Filter Strip/Buffer Vegetation 6),-a s f
Pre-treatment or Bypass Method /Vc_, `L d.-
11. REQUIRED ITEMS CHECKLIST
(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, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
8f M 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.
IVIA Pre-Form Scour Holes are on flat slopes only
55m 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.
"e of
?Vu`c ?,????,.iv,eµ,$ cL?eo r?o? 41 e," la,Ac4(. !4?s????? '2u?io,?.al Pl d. y0
r7 le - f ' y e lt"., d "e,11 i. % f/ 4 erG
L+/ i? is dl •`il G? !t'1 ?C 7HC ?VO?Jfee( C'Giilt?'Ty O? C?l?C•//%?7s/GGiC,
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,036 3 (2 for Catawba) None
2 5,580 1.5 None
Total 13,616 None
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel: Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or .0244, or .0260.
Mitigation is not required for proposed buffer impacts
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaces on the property (these will be
removed) Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
for this new subdivision Assuming a maximum average impervious surface coverage at full
build-out of 3,000 ft2 per lot (includes house driveway,. accessory structures, patios, walkways,
etc) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
proposed impervious area is likely a high estimate when considering ypical lot will average
2,000 to 2,500 ft2 of impervious surface. Newly concentrated stormwater flows will be directed
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Ruffers_
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Page 12 of 13
OY cR Michael F. Easley, Governor
© William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
O Colleen H. Sullins, Deputy Director
Division of Water Quality
Page 1 of 1
August si, zuus
(Revision of Letter Dated December 20, 2004)
Scott Mitchell
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
NBRRO#04-0312
County: Wake
Attn: Mr. Mitchell
BASIN:
Neuse River X
Tar-Pamlico
(15A NCAC 213.0233)
(I 5A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Douglas Ball Property Willow Springs
Location/Directions: NW of Intersection of NC 42 and SR 2754 Wake County
Subject Stream: UT to Terrible Creek
Date of Determination: 7/28/04
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topograp*
A Not Contested x X
B Not Subject x X
C Subject @ Flag
7/28/04 x X
D Not Contested X
E Subject x X
F Not Subject X

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
4A
`Z1517U
Douglas Ball Property
8/31/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local '
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that?the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Debbie Edwards Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
Byron Brady, Wake County Environmental Services, P.O. Box 550, Raleigh, NC 27602
File Copy
Central Files
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Project S: Scale:
7095.W1 1":2000'
--- ----
Project --- -------
Date:
Mgr.: JH 7-2&04
Figure 1- USGS
Angier Quad
(Sheet 98)
Douglas Ball
Willow Springs
Wake County, NC
Soil & f,nvironmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page vwvw SandEC.com

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project Date:
(Sheet 98)
Mgr.: JH 7.28-04
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Douglas tail
Willow Spring
Wake C01_6. P,C.
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B. Scott Mitchell Environmental Consulting
December 1, 2005

Ms. Cynthia Van Der Wiele
'I'I
0 ???Q V L5
N
DWQ-401 Wetlands Certification Unit DEC I 2005
Express Review Program
2321 Crabtree Boulevard DENR.wATER UAUTY
ftTLANOIQAMDIIT?A1111? OKWH
Suite 250
Raleigh, North Carolina 27604
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated November 18, 2005. Requested additional information is provided in the same order as
requested.
1. Please provide recorded deed notifications on the following lot numbers. 25-27, 44-59,
67-80, 87 and 88. Please note that deed notifications or similar mechanisms shall be
placed on the above-mentioned lots to assure compliance with the conditions of this
variance approval. These mechanisms shall be put in place prior to impacting any
buffers approved for impact under this Minor Variance.
The lots in this proposed subdivision do not legally exist at this point in time. Hence, it is
impossible to record deed notifications at this time. The Owner asks that recordation of
deed notifications be included as a condition of 401 Certification and/or issuance of the
Neuse Riparian Buffer Authorization Certificate. Additionally, several of the lots listed
above do not include jurisdictional wetlands or buffers. The revised site plan with level
spreaders and maps I-1 and 1-2 illustrate the correct adjusted lot layout to preclude the
majority of jurisdictional wetlands and buffers on the site. The lot layout illustrated on
the previously submitted level spreader drawing is incorrect. This error has been
corrected on the attached site plan.
2. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and
"Impact 4" on your plan sheets will be restored to their original state.
Temporary wetland impacts in both of these locations cover wetlands that are between
the toe of the proposed fill slopes and the proposed right-of-way. This area will be
cleared of forest vegetation, returned to its original grade and revegetated with a native
herbaceous seed mixture.
3. Please provide a copy of the US Corps of Engineers letter verifying your wetland
delineation.
5601 Maggie Run Lane Fuguay-Varina, North Carolina 27526
Of,rice:919-557-4682 Fax: [phone] Mobile: [phone]
I have verbally requested from Mr. Monte Matthews with the USACE, a letter or e-mail
indicating the status of the wetlands delineation plat. At this time, 1 have not received an
e-mail or Jurisdictional Determination. I will provide copies of this documentation as
soon as 1 receive it.
4. Worksheets were provided for all of the level spreaders at the site with the exception of
level spreader #8. Please provide the worksheet for level spreader #8.
The worksheet for level spreader #8 is attached for your review.
5. The wetland impacts on your plan sheet labeled "Impact Details" need to be recorded
in acres. In addition, the buffer impacts on that plan sheet did not match the buffer
impacts that were recorded in your permit application. Please correct and resubmit
your "Impact Details" plan sheet.
A revised "Impact Details" plan sheet is attached for your review. Additionally, the
buffer impacts table of the permit application has been corrected and is also attached for
your review.
6. The letter dated, September 21, 2005, from EEP states you are approved for mitigation
credits totaling 1,453 square feet. However, you will need 1,537 square feet of
mitigation credits for your project. Please submit a revised letter for the EEP
authorizing payment for the correct square footage of impacts in Zone 1.
A detailed review of the Neuse Buffer Rules indicates that mitigation is not required for
proposed buffer impacts on this site. My previous assumption that the proposed non-
perpendicular buffer impacts in Impact Area #2 require mitigation was incorrect.
7. In your November 15, 2005 revised permit submittal, you reference an inspection by
Mike Horan of DWQ verifying a feature labeled as "F" on your plans was not actually
on your site as previously thought. Please provide the letter from Mike Horan.
The corrected Neuse Buffer determination letter from Mike Horan is attached for your
review.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions, comments or concerns about this project or if you need any
additional information.
Sincerely,
Scott Mitchell, PE, LSS
DWQ Project No. 13-13
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : ?, ; v,
Contact Person: S ?,, !t M,'f GG? G // Phone Number: 9/ S " Z
Level Spreader ID: _ g
Level Spreader Length Z `{ ft. (perpendicular to flow)
Drainage Area D ac. (on-site and off-site drainage to the level spreader)
Impervious Area ce N'rh 8rls: , ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 7-7 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
cis
ta. H cfs
L?rass
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
/Vc_, A e
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 stricture details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
AS M 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.
/VlA Pre-Form Scour Holes are on flat slopes only
F.5 AI 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.
Nv`t 1 7 e^.,, ^0 cf e- 41 ti, l-l"icf'. ss u,? cc( '2a fio?a l G n? 0,q0
?Gt i Gvr ?iL4' rig r7 / /e - 4 n? : y e-1 Gs? S'• / o / Z d "e'll 4 c ?c
tn/ l'1 i? iS N • s? LI C? ? G??t Ltd ?l+c,? ?s'D?Jft? C??Mt? Ty p? ? ? C?L?t•//i.?7S/QGiC,
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,036 3 (2 for Catawba) None
2 5,580 1.5 None
Total 13,616 None
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or .0244, or .0260.
Mitigation is not required for proposed buffer impacts
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaces on the property (these will be
removed) Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
for this new subdivision. Assuming a maximum average impervious surface coverage at full
build-out of 3.000 ftl ner lot (includes house. drivewav. accessorv structures, patios, walkways,
etc) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
proposed impervious area is likely a high estimate when considering the typical lot will average
2,000 to 2,500 ft2 of impervious surface. Newly concentrated stormwater flows will be directed
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Buffers.
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Page 12 of 13
0? CR Michael F. Easley, Governor
K, QG William G. Ross Jr., Secretary
,OA North Carolina Department of Environment and Natural Resources
r` Alan W. Klimek, P.E. Director
-1 Colleen H. Sullins, Deputy Director
Division of Water Quality
Page 1 of 1
31 2005 August ,
(Revision of Letter Dated December 20, 2004)
NBRRO#04-0312
County: Wake
Scott Mitchell
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
Attn: Mr. Mitchell
BASIN:
Neuse River X Tar-Pamlico
(I 5A NCAC 213 .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Douglas Ball Property Willow Springs
Location/Directions: NW of Intersection of NC 42 and SR 2754 Wake County
Subject Stream: UT to Terrible Creek
Date of Determination: 7/28/04
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Not Contested x X
B Not Subject x X
C Subject @ Flag
7/28/04 x X
D Not Contested X
E Subject x X
F Not Subject X

Raleigh Regional Office 1628 Mail Service Center '4CDEPA phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
- _..- __ n_u
--- uvugias tsar rperry
8/31/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Xaroly, DWQ Wedands1401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Ojfice) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Debbie Edwards Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
Byron Brady, Wake County Environmental Services, P.O. Box 550, Raleigh, NC 27602
File Copy
Central Files

35°37`30'
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Project t: Scale: I Figure 1- USGS
--- -- - - t" _ JI Angier Quad
Project Date: 98
(Sheet)
Mgr.: JM 7-28-04

Douglas Ball
Willow Springs
Wake County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raieigh, NC 27614
[phone] • [phone]
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 18, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Holland Road Inc.
Attn: Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Ball:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 05-1393
Wake County
On November 15, 2005, the Division of Water Quality (DWQ) received your response to our request for
additional information to your September 6, 2005 application for a 401 Water Quality Certification and
Riparian Buffer Authorization. The DWQ has determined that your response was inadequate. As a
result, your application is incomplete. The DWQ will require additional information in order to process
your application to impact protected wetland, streams and/or buffers 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:
1. Please provide recorded deed notifications on the following lot numbers: 25-27, 44-59, 67-80, 87
and 88. Please note that deed notifications or similar mechanisms shall be placed on the
above-mentioned lots to assure compliance with the conditions of this variance approval.
These mechanisms shall be put in place prior to impacting any buffers approved for impact
under this Minor Variance. The Deed Notifications shall include the following paragraph.
"The areas shown on the recorded plat as Riparian Buffer Protection Areas
shall be maintained in perpetuity in their natural or mitigated condition. No person
or entity shall fill, grade, excavate, or perform any other land disturbing activities;
nor cut, remove, or harm any vegetation; nor construct any structures or add any
additional impervious surfaces, on such protected areas without written
authorization from the Division of Water Quality (DWQ) or compliance with the
Riparian Buffer Protection Rule (15A NCAC 2B .0233). This covenant is intended
to ensure continued compliance with authorizations issued by the State of North
Carolina, Division of Water Quality, DWQ Project Number 05-1393, and therefore
may be enforced by the State of North Carolina. This covenant is to run with the
land, and shall be binding on the Owner, and all parties claiming under it."
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
Nose Carolina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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Rowland Meadows Subdivision
Page 2 of 2
November 18, 2005
2. Please provide a detailed plan of how the wetland impacts labeled as "Impact 3" and "Impact 4" on
your plan sheets will be restored to their original state.
3. Please provide a copy of the U.S. Corps of Engineers letter verifying your wetland delineation.
4. Worksheets were provided all of the level spreaders at the site with the exception of level spreader
#8. Please provide the worksheet for level spreader #8.
5. The wetland impacts on your plan sheet labeled "Impact Details" need to be recorded in acres. In
addition, the buffer impacts on that plan sheet did not match the buffer impacts that were recorded
in your permit application. Please correct and resubmit your "Impact Details" plan sheet.
6. The letter dated, September 21, 2005, from EEP states you are approved for mitigation credits
totaling 1,453 square feet. However, you will need 1,537 square feet of mitigation credits for your
project. Please submit a revised letter for the EEP authorizing payment for the correct square
footage of impacts in Zone 1.
7. In your November 15, 2005 revised permit submittal, you reference an inspection by Mike Horan of
DWQ verifying a feature labeled as "F" on your plans was not actually on your site as previously
thought. Please provide the letter from Mike Horan.
Please respond within five (5) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
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 Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
;Sin ly,
L'
ndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK1cvdw
cc: Scott Mitchell, B. Scott Mitchell Environmental Consulting, 5601 Maggie Run Lane, Fuquay-
Varina, NC 27526
USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051393Rowland Meadows (Wake)EXPAW3
DWQ # EXP 05-1393 Rowland Meadows Subdivision
Subject: DWQ # EXP 05-1393 Rowland Meadows Subdivision
From: Laurie Dennison <[e-mail]>
Date: Sat, 19 Nov 2005 12:54:46 -0500
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051393RowlandMeadows(Wake)EXP+hold3.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 11/19/2005 12:55 PM
0F \ NA rFR Michael F. Easley, Governor
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tom- North Carolina Department of Environment and Natural Resources
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Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #
Fax #:
919-733-0203
919-733-6893
Fax To: Douglas Ball
Scott Mitchell
Subject: Rowland Meadows
Number of pages including cover sheet: 43
Notes or special instructions:
Fax #: [phone]
919-557-4683
#' ? 005
65-' Nr? 1 S?
Date:
Juty
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele @
919-715-3473.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.tis/ncwctlands
Noy thCarolina
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An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
Ph. [phone]
November 15, 2005
RE:
Rowland Meadows Subdivision
Level Spreader Design
Level Spreader # DA Ac. c 110 in/hr 10 cfs *Level Spreader (if)

1 4.41 .4 7.22 12.74 166
2 .29 .4 7.22 .84 11
3 1.21 .4 7.22 3.5 46
4 2.04 .4 7.22 5.9 77
5 .19 .4 7.22 .55 8
6 3.65 .4 7.22 10.5 138
7 .6 .9 7.22 3.9 51
8 5.7 .4 7.22 16.46 214
*Based on 13 If/cfs
Developmen ulting Services, Inc.
Keith M. Roberts, P.E.
NC Reg. No. 23728
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B. Scott Mitchell Environmental Consult

November 15, 2005
Mr. Monte Matthews
US Army Corps of Engineers
Raleigh Regional Office
6508 Falls of Neuse Road
Suite 120
Raleigh, North Carolina 27615

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Ms. Cynthia Van Der Wiele, PhD
NC Division of Water Quality
Central Office - Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
Re: Rowland Meadows Subdivision - Revised PCN Application for Proposed Wetland,
Stream and Neuse Buffer Impacts (Wake County)
USACE AID 200521326
DWQ EXP No. 05-1393
Dear Mr. Matthews and Ms. Van Der Wiele:
Attached is a revised Pre-Construction Notification Application for Rowland Meadows
Subdivision in Wake County. Revisions to this PCN Application include a complete wetlands
delineation for the entire property, a proposal for wetlands mitigation and an additional level
spreader (level spreader #8) to treat concentrated stormwater prior to discharge into the existing
pond. The original PCN Application package for this project was submitted on September 6,
2005.
This subdivision will create 89 single-family home sites on the 79.23 acre property. Impacts to
four separate jurisdictional areas are proposed as part of this project. As illustrated on the
attached impact map, stream and buffer impacts are minimal for a project of this size and less
than '/2 acre of wetland impacts are proposed.
The subdivision will dispose of domestic waste through the installation of individual septic
systems on each lot. This ensures a low impervious surface at project buildout. The total
proposed impervious surface area for this project is approximately 9.74 acres or 12.3 percent.
Hence, no BMPs other than required level spreaders are proposed for this project.
The complete wetlands delineation is provided to illustrate the minimization of wetland impacts,
including the adjustment of most lot boundaries to specifically exclude wetland areas, and to
define areas proposed for preservation. The wetland area near the north property boundary is
narrower than the wetland area in Impact Area #4, however, realignment of the road system to
cross in this location would necessitate a cul-de-sac to access the upland portion of the property
currently occupied by lots 72-79 that exceeds the maximum allowable length of 800 feet.
Wetlands and/or Neuse Riparian Buffers that remain within lot boundaries will be protected
through deed restrictions attached to each affected lot (lots 26, 27, 67, 72, 73, 78-80 and 85-88).
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
,fice:919-557-4682 Fax: [phone] Mobile: [phone]
OY
Mitigation for proposed wetland impacts and non-perpendicular Neuse Riparian Buffer impacts
(Impact Area #2 only) is provided through preservation of existing wetlands and Neuse Riparian
Buffers on the property. Permanent wetland impacts total 15,622 sf or 0.3586 acres, while Neuse
Riparian Buffer impacts that require mitigation total 3,070 sf. The proposed wetland and Neuse
Riparian Buffer preservation area will perpetually protect 393,713 sf or 9.03 acres (25.2:1 ratio)
of wetlands and 35,289 sf (11.5:1 ratio) of Neuse Riparian Buffers.
Thank you for your time spent reviewing this revised PCN Application. Please do not hesitate to
call me if you have any questions, comments or concerns about this project or if you need any
additional information to process the application.
Sincerely,
14;??
Scott Mitchell, PE, LSS
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not wppucame or N/A .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Nc
41
Name: Holland Road Inc. (Attn: Douglas Ball)
Mailing Address: 1401 Aversboro Road ? ` "ra
Suite 206
Garner North Carolina 27529
Telephone Number: 919-772-3929 Fax Number: 919-772-3437
E-mail Address: Dou las BallRentals.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: B. Scott Mitchell Environmental Consulting
Mailing Address: 5601 Maggie Run Lane
Fuquay-Varina North Carolina 27526
Telephone Number: 919-669-0329 Fax Number: 919-557-4683
E-mail Address: b.s.mitchellkworldnet.att.net
Page 5 ,of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rowland Meadows Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/.
3. Property Identification Number (Tax PIN): 0677813450
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): Rowland Meadows
Directions to site (include road numbers/names, landmarks, etc.): From intersection of
Highway 401 and NC 42 in Fuquay-Varina proceed east on NC 42 to Kennebec Road. Turn
left (north) onto Kennebec Road to Dwight Rowland Road. Turn left (west) onto Dwight
Rowland Road. Subject property is 1/10 mile on left (south) of Dwight
Rowland Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5940 ON 78.7363 °W
6. Property size (acres):
7. Name of nearest receiving body of water: UT to Terrible Creek; C; NSW; 27-43-15-8-(1)
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 currently contains one single-family home.
Approximately'/4 of the property is covered by agricultural field. The remaining 11/4 of the
Page 6 of 13
property is covered by forest or pond
10. Describe the overall project in detail, including the type of equipment to be used:
The project will install infrastructure necessary for a new subdivision for single-family
homes (roads water supply, electricity, telephone etc.). Individual single-family homes will
be constructed bothers upon the completion of installation of required infrastructure.
Equipment used to install infrastructure includes bull dozers track-hoe excavators, pans,
rollers pavers etc
11. Explain the purpose of the proposed work: The purpose of the proposed work is to create a
new subdivision of single-family homes on the subject property.
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. A DWQ Neuse Buffer determination letter was issued by Mr. Michael
Horan on December 20, 2004 This letter states that Feature 'T' is subject, however, a follow-
up investigation with Mr. Horan on August 30, 2005, found this feature to be subiect off-site.
We are currently awaiting written confirmation of this revised buffer determination. An In Lieu
Fee Request Form for Impact Area #2 Neuse Buffer impacts was submitted to NCEEP on
September 5. 2005.
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.
The owner of this project owns property adjacent to the west boundary of the subject property.
However, wide swaths of jurisdictional wetlands must be crossed to access the adjacent property
from this subdivision or from existing roads. The owner does plan to develop the adjacent
property at some future date however, wetland impacts required to access the property via
current or proposed access routes are prohibitive Hence the development of the adjacent
property will likely occur after other means of access become available.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts include two
road crossings that impact wetlands and one buffered stream two parallel impacts to Neuse
Buffers for the subdivision entrance impacts to two buffered streams and one wetland area for
widening Dwight Rowland Road as required by Wake County.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
3 (Permanent) Road Crossing Forested No 925 0.0761
3 (Temporary) Road Crossing Forested No 925 0.0098
4 (Permanent) Road Crossing Forested No 0 0.2743
4 (Temporary) Road Crossing Forested No 0 0.0900
1 (Permanent) Road Widening Forested No 0 0.0082

Total Wetland Impact (acres) 0.4585
3. List the total acreage (estimated) of all existing wetlands on the property: 12
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply lenjzth X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
I UT to Terrible Crk Road Crossing Perennial 4 29 0.0027
2 UT to Terrible Crk Road Crossing Perennial 4 14 0.0013
4 (Permanent) UT to Terrible Crk Road Crossing Perennial 2 26 0.0012
4 (Temporary) UT to Terrible Crk Road Crossing Perennial 2 36 0.0017

Total Stream Impact (by length and acreage) 105 0.0068
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
None

Total Open Water Impact (acres) None
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0068
Wetland Impact (acres): 0.4585
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) 0.4653
Total Stream Impact (linear feet): 105
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): No new ponds are proposed as part of this project.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All proposed impacts are required to access upland portions of the property or are required by
Wake County (widening of Dwight Rowland Road) Road crossings are as close to perpendicular
as is practicable The proposed road crossing downslope from the pond (Impact Area #4) is
located away from the existing dam to avoid disturbance of and potential damage to the
embankment Neuse Buffer impacts at the entrance to the subdivision are unavoidable due to the
proximity of two buffered streams in this location. Entrance to the subdivision from Kennebec
Road is not practical due to the existing railroad that borders the south and east portions of the
property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.htm1.
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.
Wetland and Neuse Riparian Buffer preservation is proposed as mitigation for proposed
permanent wetland impacts and Neuse Riparian Buffer impacts that require mitigation
Page 10 of 13
(Impact Area #2 only). Refer to Drawing I-03 for an illustration of the proposed preservation
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Page 11 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 7,916 3 (2 for Catawba) 4,359 (IA#2)
2 5,962 1.5 2,873 (IA#2)
Total 13,878 7,232 (IA#2)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Preservation of existing? Neuse Riparian Buffers is proposed for Neuse Buffer impacts that
require mitigation. The above table lists all Neuse Riparian Buffer impacts for the site.
However, oonly impacts that require mitigation are accounted for in the "Required Mitigation"
column Impact Area 42 only).
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaces on the property (these will be
removed) Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
for this new subdivision. Assuming, a maximum average impervious surface coverage at full
build-out of 3,000 ft2 per lot (includes house, driveway, accessory structures, patios, walkways,
etc.) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
proposed impervious area is likely a high estimate when considering the typical lot will average
2,000 to 2,500 ft2 of impervious surface. Newly concentrated stormwater flows will be directed
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Buffers.
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic stems as permitted by Wake County.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Page 12 of 13
Yes ? No N
Is this an after-the-fact permit application? Yes ? No N
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No L@
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
Please refer to Section V Future Project Plans for partial explanation. Additionally, it is unlikely
that this relatively small txoject will spur additional develownent in the immediate vicinity. XV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for takes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
S'?w4R,/"I
Applicant/Agent's Signature Date
(Agent`s signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 11
B. Scott Mitchell Environmental Consulting
November 15, 2005
Mr. Monte Matthews
US Army Corps of Engineers
Raleigh Regional Office
6508 Falls of Neuse Road
Suite 120
Raleigh, North Carolina 27615
0 -? 117r I-o
V . ?.. Nil
m: j ' Nib " k.i QUAtlry
Ms. Cynthia Van Der Wiele, PhD ?i7? H
NC Division of Water Quality
Central Office - Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
Re: Rowland Meadows Subdivision - Revised PCN Application for Proposed Wetland,
Stream and Neuse Buffer Impacts (Wake County)
USACE AID 200521326
DWQ EXP No. 05-1393
Dear Mr. Matthews and Ms. Van Der Wiele:
Attached is a revised Pre-Construction Notification Application for Rowland Meadows
Subdivision in Wake County. Revisions to this PCN Application include a complete wetlands
delineation for the entire property, a proposal for wetlands mitigation and an additional level
spreader (level spreader #8) to treat concentrated stormwater prior to discharge into the existing
pond. The original PCN Application package for this project was submitted on September 6,
2005.
This subdivision will create 89 single-family home sites on the 79.23 acre property. Impacts to
four separate jurisdictional areas are proposed as part of this project. As illustrated on the
attached impact map, stream and buffer impacts are minimal for a project of this size and less
than '/z acre of wetland impacts are proposed.
The subdivision will dispose of domestic waste through the installation of individual septic
systems on each lot. This ensures a low impervious surface at project buildout. The total
proposed impervious surface area for this project is approximately 9.74 acres or 12.3 percent.
Hence, no BMPs other than required level spreaders are proposed for this project.
The complete wetlands delineation is provided to illustrate the minimization of wetland impacts,
including the adjustment of most lot boundaries to specifically exclude wetland areas, and to
define areas proposed for preservation. The wetland area near the north property boundary is
narrower than the wetland area in Impact Area #4, however, realignment of the road system to
cross in this location would necessitate a cul-de-sac to access the upland portion of the property
currently occupied by lots 72-79 that exceeds the maximum allowable length of 800 feet.
Wetlands and/or Neuse Riparian Buffers that remain within lot boundaries will be protected
through deed restrictions attached to each affected lot (lots 26, 27, 67, 72, 73, 78-80 and 85-88).
5601 Maggie Run Lane Fuquay-farina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
Mitigation for proposed wetland impacts and non-perpendicular Neuse Riparian Buffer impacts
(Impact Area #2 only) is provided through preservation of existing wetlands and Neuse Riparian
Buffers on the property. Permanent wetland impacts total 15,622 sf or 0.3586 acres, while Neuse
Riparian Buffer impacts that require mitigation total 3,070 sf. The proposed wetland and Neuse
Riparian Buffer preservation area will perpetually protect 393,713 sf or 9.03 acres (25.2:1 ratio)
of wetlands and 35,289 sf (11.5:1 ratio) of Neuse Riparian Buffers.
Thank you for your time spent reviewing this revised PCN Application. Please do not hesitate to
call me if you have any questions, comments or concerns about this project or if you need any
additional information to process the application.
Sincerely,
14;;?
Scott Mitchell, PE, LSS
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details)PO r
U
II. Applicant Information Nfiv 1 ? ?OQS
1. Owner/Applicant Information N v?qt? l? ?u
Name: Holland Road Inc. (Attn: Douglas Bal ,atg?? .aurv
Mailing Address: 1401 Aversboro Road TER BRANCH
Suite 206
Garner. North Carolina 27529
Telephone Number: 919-772-3929 Fax Number: 919-772-3437
E-mail Address: DouglasgBallRentals.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: B. Scott Mitchell Environmental Consulting
Mailing Address: 5601 Maggie Run Lane
Fuguay-Varina North Carolina 27526
Telephone Number: 919-669-0329 Fax Number: 919-557-4683
E-mail Address: b.s.mitchellgworldnet.att.net
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rowland Meadows Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): 0677813450
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): Rowland Meadows
Directions to site (include road numbers/names, landmarks, etc.): From intersection of
Highway 401 and NC 42 in Fuquay-Varina proceed east on NC 42 to Kennebec Road. Turn
left (north) onto Kennebec Road to Dwight Rowland Road. Turn left (west) onto Dwight
Rowland Road Subject property is approximately 1/10 mile on left (south) of Dwight
Rowland Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5940 ON 78.7363 °W
6. Property size (acres):
7. Name of nearest receiving body of water: UT to Terrible Creek• C• NSW; 27-43-15-8-(1)
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 currently contains one single-family home.
Approximately'/4 of the property is covered by agricultural field. The remaining 1/4 of the
Page 6 of 13
property is covered by forest or pond
IV.
V.
VI
10. Describe the overall project in detail, including the type of equipment to be used:
The project will install infrastructure necessary for a new subdivision for single-family
homes (roads water supply, electricity, tetc) Individual single-family homes will
be constructed by others upon the completion of installation of required infrastructure.
Equipment used to install infrastructure includes bull dozers track-hoe excavators, pans,
rollers pavers etc
11. Explain the purpose of the proposed work: The purpose of the proposed work is to create a
new subdivision of single-family homes on the subject property.
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. A DWQ Neuse Buffer determination letter was issued by Mr. Michael
Horan on December 20, 2004. This letter states that Feature 'T' is subject, however, a follow-
up investigation with Mr. Horan on August 30, 2005, found this feature to be subject off-site.
We are currently awaiting written confirmation of this revised buffer determination. An In Lieu
Fee Request Form for Impact Area #2 Neuse Buffer impacts was submitted to NCEEP on
September 5 2005
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.
The owner of this project owns property adjacent to the west boundary of the subject property.
However, wide swaths of jurisdictional wetlands must be crossed to access the adjacent property
from this subdivision or from existing roads. The owner does plan to develop the adjacent
property at some future date however, wetland impacts required to access the property via
current or proposed access routes are prohibitive. Hence the development of the adjacent
property will likely occur after other means of access become available.
Proposed Impacts to Waters of the United States/Waters of the State
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 7 of 13
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts include two
road crossings that impact wetlands and one buffered stream two parallel impacts to Neuse
Buffers for the subdivision entrance impacts to two buffered streams and one wetland area for
widening Dwight Rowland Road as required by Wake County.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
3 (Permanent) Road Crossing Forested No 925 0.0761
3 (Temporary) Road Crossing Forested No 925 0.0098
4 (Permanent) Road Crossing Forested No 0 0.2743
4 (Temporary) Road Crossing Forested No 0 0.0900
I (Permanent) Road Widening Forested No 0 0.0082

Total Wetland Impact (acres) 0.4585
3. List the total acreage (estimated) of all existing wetlands on the property: 12
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
I UT to Terrible Crk Road Crossing Perennial 4 29 0.0027
2 UT to Terrible Crk Road Crossing Perennial 4 14 0.0013
4 (Permanent) UT to Terrible Crk Road Crossing Perennial 2 26 0.0012
4 (Temporary) UT to Terrible Crk Road Crossing Perennial 2 36 0.0017

Total Stream Impact (by length and acreage) 105 0.0068
Page 8 of 13
I??
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredaina, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) v ..
Name of Waterbody
(if applicable) _
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
None

Total Open Water Impact (acres) None
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.0068
Wetland Impact (acres): 0.4585
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) 0.4653
Total Stream Impact (linear feet): 105
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): No new ponds are proposed as part of this project
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All proposed impacts are required to access upland portions of the property or are required by
Wake County (wideniL7g of Dwight Rowland Road). Road crossings are as close to perpendicular
as is practicable The proposed road crossing downslope from the pond (Impact Area #4 is
located away from the existing dam to avoid disturbance of and potential damage to the
embankment Neuse Buffer impacts at the entrance to the subdivision are unavoidable due to the
proximity of two buffered streams in this location. Entrance to the subdivision from Kennebec
Road is not practical due to the existing railroad that borders the south and east portions of the
property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.htm1.
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.
Wetland and Neuse Riparian Buffer preservation is proposed as mitigation for proposed
permanent wetland impacts and Neuse Riparian Buffer impacts that require mitigation
Page 10 of 13
(Impact Area 42 one) Refer to Drawing I-03 for an illustration of the proposed preservation
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Pagc 1 1 of 13
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 7,916 3 (2 for Catawba) 4,359 (IA#2)
2 5,962 1.5 2,873 (IA#2)
Total 13,878 7,232 (IA#2)
* /.one 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of/,one l .
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Preservation of existing Neuse Riparian Buffers is proposed for Neuse Buffer impacts that
require mitigation The above table lists all Neuse Riparian Buffer impacts for the site.
However, only impacts that require mitigation are accounted for in the "Required Mitigation"
column (Impact Area #2 only)
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaces on the property (these will be
remove Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
fnr tl,;c „Px„ c„hrl;v;c;nn Acenmina a mnximnm nvernue imnervious surface coverage at full
build-out of 3,000 ft` per lot (includes house driveway, accessory structures patios, walkways,
etc )means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
nronosed impervious area is likely a high estimate when considering the typical lot will average
to level spreaders or flat natural forested wetlands for treatment prior to entering protected Neuse
Buffers.
X11. 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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Page 12 of 13
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes C1 No J@
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
Please refer to Section V Future Project Plans for partial explanation. Additionally, it is unlikely
that this relatively small nroiect will spur additional development in the immediate vicinity.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for takes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Sw #- tit. L, L
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
Ph. [phone]
November 15, 2005
RE: Rowland Meadows Subdivision
Level Spreader Design
Level Spreader 4 DA Ac. c 110 in/hr 10 cfs *Level Spreader (If)
1 4.41 .4 7.22 12.74 166
2 .29 .4 7.22 .84 11
3 1.21 .4 7.22 3.5 46
4 2.04 .4 7.22 5.9 77
5 .19 .4 7.22 .55 8
6 3.65 .4 7.22 10.5 138
7 .6 .9 7.22 3.9 51
8 5.7 .4 7.22 16.46 214
*Based on 13 if/cfs
Developmen ulting Services, Inc.
Ile,
Keith M. Roberts, P.E.
NC Reg. No. 23728
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B. Scott Mitchell Environmental Consulting
September 23, 2005
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
ERE, @ 9 od9 5
SEP 2 8 2005
DENR - WATEit QUALITY
WETIANDb MID $"T'=ATER pR"H
Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated September 16, 2005. Requested additional information is provided in the same order as
requested.
1. The PCN application and accompanying information did not include a map of pre-
existing site conditions (i.e., site map with topography and stream, riparian buffer and
wetland features depicted).
A pre-existing site conditions map is attached for your review.
2. The site plan does not appear to include the entire extent of wetlands on your project
area. Impact Number 3 appears to be avoidable by readjusting the site plan. If this is
not the case, you must provide sufficient detail (e.g., depict the entire extent of wetlands
on your site) in order for DWQ to make a determination that the impacts are
unavoidable and have been minimized to the extent practicable.
Per our previous conversations regarding this issue, it is our hope that the site meeting
scheduled for next Tuesday, September 27`h will provide sufficient evidence of avoidance
and minimization.
3. You indicated that Impacts I and 2 are unavoidable due to Wake County and/or Town
of Fuquay-Varina requirements. Please provide letters from these two local
governments verifying their requirements for the road alignment.
A letter from the Town of Fuquay-Varina, verifying the requirement for road widening, is
attached for your review.
4. Please provide clearer labeling on Impact Map I-01. The shading ofJlood hazard soils
dominates and covers information that is pertinent to DWQ (Meuse riparian buffers).
Revised Impact Maps are attached for your review.
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
/Y
7
5. Please indicate the inlet and outlet velocities of the culverts. Energy dissipation may be
required to prevent scouring downstream.
Outlet velocity calculations are attached for your review. Additionally, energy
dissipaters and their respective dimensions and impacts are illustrated on the attached
Impact Maps.
6. Please list each buffer impact separately, noting the impact number and whether or not
it required mitigation. Impacts listed on the PCN must be referenced to a site
plan/map.
Proposed Neuse Riparian Buffer Impacts:
Impact Area #I
Zone 1: 2,242 ft2 (all permanent)
Zone 2: 1,480 ft2 (all permanent)
Total: 3,722 ft2 (all permanent)
Mitigation Required: None (perpendicular impact)
Impact Area #2
Zone 1: 1,453 ft2 (all permanent)
Zone 2: 1,915 ft2 (all permanent)
Total: 3,368 ft2 (all permanent)
Mitigation Required: 7,232 ft2 (partial non perpendicular impact)
Impact Area #3
No Neuse Riparian Buffers in Impact Area #3
Impact Area #4
Zone 1: 3,923 ft2 (permanent)
Zone l : 298 ft2 (temporary)
Zone 2: 2,116 ft2 (permanent)
Zone 2: 451 ft2 (temporary)
Total Permanent Impacts: 6,039 ft2
Total Temporary Impacts: 749 ft2
Total Neuse Riparian Buffer Impacts: 6,788 ft2
Mitigation Required: None (perpendicular impact)
These Impact Areas #'s are referenced in the PCN Application in the wetland and stream
impact tables. The buffer impact table does not provide a column for impact area
numbers.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions, comments or concerns about this project or if you need any
additional information.
Sincerely,
Scott Mitchell, PE, LSS
2
Lxp bS- k 3q 3
'N-
EeosYstem
PROGRAM
September 13, 2005
Scott Mitchell
B. Scott Mitchell Environmental Consulting
5601 Maggie Run Lane
Fuquay-Varina, NC 27526
Project: Rowland Meadows Subdivision County: Wake
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SEP 2 12005
4Fn9DS p TAR QU,qury
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The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 0 1,453 1,915
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
2S'cerely,
<ZiL P,
m D. Gilmore PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monty Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
e??
estop ... F ... Protect' our .Rate Fcd?
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
F
Sep 22 2005 5:38 HP LASERJET FAX p.z
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17 1
September 22, 2005
TOWN OF FUQUAY?VARINA
PLANNING DEPAI2.TIYIENT
401 Old Honeycutt Road
Fuquay-Varinn, NC 27526
Ph: 919.552.1429 Fax; 919.552.3601
Email: planninena,f equal-varina.2"
Keith Roberts
Development Consulting
1401 Aversboro Road, Suite 206
Gamer, NC 27529
Re; S-02-04, Rowland Meadows Subdivision, Dwight'Rowland Road improvements.
Dear Mr, Roberts;
The above subject project has a approved preliminary plat by the Town of Fuquay-Varina
which shows required road improvements on Dwight Rowland Road with curbing and
gutters as required in Section 9-3126, Curb and Gutter; and Section 9-3127, with
sidewalks on the subdivision side from center way to right-of-sway line along Dwight
Rowland Road as a Thoroughfare Collector (Standards Manual Std, No. 3.01 E) from
property cornier to property corner. This is a, required improvement under the Town's
Thoroughfare Plan and Subdivision Ordinance.
Please contact me if you have any questions
Sincerely Yo
Danny John I AICP
Senior Planner
Cc. Site Plan File S-02.04
DRAINAGE & EROSION CONTROL CALCULATIONS
ROWLAND MEADOWS SUBDIVISION
FUQUAY-VARINA, NORTH CAROLINA
SUBMITTED BY: DEVELOPMENT CONSULTING SERVICES, INC.
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529
[phone]
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Subject: 05-1393 Rowland Meadows
From: Eric Kulz <[e-mail]>
Date: Fri, 23 Sep 2005 08:59:03 -0400
To: Cynthia Van Der Wiele <[e-mail]>
Cynthia:
Sorry it took me so long to get back with you on this one. I reviewed the
additional information and had comments, but have not been in the office
enough to send them to you. However, your September 16 Request For More
Information covered every one of my comments perfectly, particularly the reply
to the consultants comment that the owner did not feel they needed to show all
the wetlands. Demonstration of avoidance and minimization is impossible (in
my opinion) without showing the total extent of jurisdictional features on a
site.
Thanks,
Eric
Eric Kulz <[e-mail]>
Environmental Specialist III
NC Division of Water Quality
Surface Water Protection
It.
?DF W A TF9p Michael F. Easley, Governor
i William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
September 16, 2005
DWQ EXP No. 05-1393
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Holland Road Inc.
Attn: Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Ball:
On September 15, 2005, the Division of Water Quality (DWQ) received your response to our request for
additional information to your September 6, 2005 application for a 401 Water Quality Certification and
Riparian Buffer Authorization. The DWQ has determined that your response was inadequate. As a
result, your application is incomplete. The DWQ will require additional information in order to process
your application to impact protected wetland, streams and/or buffers 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:
1. The PCN application and accompanying information did not include a map of pre-existing site
conditions (i.e., site map with topography and stream, riparian buffer, and wetland features
depicted).
2. The site plan does not appear to include the entire extent of wetlands on your project area. Impact
Number 3 appears to be avoidable by readjusting the site plan. If this is not the case, you must
provide sufficient detail (e.g., depict the entire extent of wetlands on your site) in order for DWQ to
make a determination that the impacts are unavoidable and have been minimized to the extent
practicable.
3. You indicated that Impacts 1 and 2 are unavoidable due to Wake County and/or Town of Fuquay-
Varina requirements. Please provide letters from these two local governments verifying their
requirements for the road alignment.
4. Please provide clearer labeling on Impact Map I-01. The shading of flood hazard soils dominates
and covers information that is pertinent to DWQ (Meuse riparian buffers).
5. Please indicate the inlet and outlet velocities of the culverts. Energy dissipation may be required to
prevent scouring downstream.
6. Please list each buffer impact separately, noting the impact number and whether or not it required
mitigation. Impacts listed on the PCN must be referenced to a site plan/map.
Nx Carolina
401 Oversight/ Express Review Permitting Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hfto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Rowland Meadows Subdivision
Page 2 of 2
September 16, 2005
Please respond within five (5) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
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 Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
?l
Cyn i Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc; Scott Mitchell, B. Scott Mitchell Environmental Consulting, 5601 Maggie Run Lane, Fuquay-
Varina, NC 27526
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051393Rowland Meadows (Wake)EXP+hold2
EXP 05-1393 Rowland Meadows S/D
Subject: DWQ # EXP 05-1393 Rowland Meadows S/D
From: Laurie Dennison <[e-mail]>
Date: Mon, 19 Sep 2005 07:19:18 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051393RowlandMeadows(Wake)EXP+hold2.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/19/2005 7:19 AM
Subject: 20051393 Rowland Meadows Subdivision
From: Eric Kulz <[e-mail]>
Date: Thu, 15 Sep 2005 11:30:39 -0400
To: Cynthia Van Der Wiele <[e-mail]>
Cynthia:
I reviewed (or tried to review) this PCN. My comments are on BIMS. Good call
on the On Hold letter; this application is hard to figure out what is going
on. I am kind of unclear on temporary vs. permanent wetland impacts for road
crossings. Impact 3 seems avoidable (reconfigure the road). The culvert
pipes for Impact 4 look like they are lying next to the stream channel. Also,
I will check with Mike on the stop-start buffer calls to make sure that is
what he called. It didn't say anything about start-stop in Mike's buffer
letter.
Eric
Eric Kulz <[e-mail]>
Environmental Specialist III
NC Division of Water Quality
Surface Water Protection
B. Scott Mitchell Environmental Consulting
Transmittal i y
Date: Phone Number:
09-15-2005 715-3473
To:
Ms. Cynthia Van Der Wiele, PhD
DWQ - Wetlands / 401 Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Transmitted By:
®Hand Delivery ?StandakPdail.., ?FedEX
From:
Scott Mitchell
Re:
?Other
Rowland Meadows Subdivision - Requested Additional Information (DWQ EXP #05-
1393)
Attachments!
Copies Date Description
5 09-15-2005 Written Response to Request for Additional Information
5 09-13-2005 NC EEP Acceptance of Buffer Mitigation Payment
5 N/A Level Spreader Worksheets for 7 Level Spreaders
5 09-15-2005 Drainage Plan
5 09-15-2005 Revised Detail Sheet w/ Level Spreader Details

Comments:
Ms. Van Der Wiele,
Attached are five copies of all requested additional information for Rowland Meadows
Subdivision in Wake County. Don't hesitate to call me if you have any questions or if
you need additional information. Thanks.
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
OfTce:919-557-4682 Fax: [phone] Mobile: [phone]
B. Scott Mitchell Environmental Consulting
September 15, 2005
Ms. Cynthia Van Der Wiele
DWQ - 401 Wetlands Certification Unit
Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604 k7i

Re: Rowland Meadows Subdivision - Requested Additional Information
DWQ Express # 05-1393
Dear Ms. Van Der Wiele:
This letter is in response to the request for more information for Rowland Meadows Subdivision
dated September 8, 2005, and received via fax on September 12, 2005. Requested additional
information is provided in the same order as requested.
1. The PCN application and accompanying information are very incomplete. Please go
through each item on the Addendum to the PCN.
Additional information is supplied with this letter as requested.
Z Please refer to the Addendum with regard to the Site Plan items.
The subject property is currently unimproved with the exception of one single-family
home near the east property boundary, hence, there is little information to show on a Pre-
Construction / Pre-existing Conditions Plan. The extent of delineated streams, wetlands
and buffers is clearly illustrated on the previously submitted Impact Maps. With the
exception of Drainage Plans, all items listed in the Site Plan list appear to have been
supplied with the initial submittal. A Drainage Plan that should satisfy this remaining
requirement is attached to this letter for your review.
3. Please clearly depict the entire extent of the streams, wetlands and buffers Please
provide a legend
Impact Map I-01 clearly illustrates all streams, wetlands and buffers that were delineated
on the property. The owner does not feel that it is necessary for him to provide a
delineation of wetland areas where no impacts are proposed.
4. Please refer to the addendum section on culverting. It is impossible to see whether the
inlet and outlet have been aligned with the stream at the scale provided
The only culverts that are proposed for installation in streams are in Impact Areas 1 and
2. Both of these proposed impacts are to extend existing culverts under Dwight Rowland
Road. The proposed culvert extensions will maintain the same direction as the existing
5601 Maggie Run Lane Fuguay-Varina, North Carolina 27526
OfJ?ce:919-557-4682 Far: 919-557-4683 Mobile: [phone]
culvert sections to avoid the need for an additional drainage structure (catch basin or
junction box) and to closely maintain the hydraulic characteristics of the exiting culverts.
Both pipe extensions include the installation of new headwalls which will divert the
streams into the culverts. A channel equal in dimension to the existing stream will be
created along each headwall as required (approximately 2 to 4 feet of new channel) to
allow stream biota passage through these proposed new culvert extensions.
5. Avoidance and Minimization: several of the impacts appear to be avoidable. Please
refer to the Addendum and review those questions.
Proposed impacts at Impact Areas 1 and 2 are required by Wake County and the Town of
Fuquay-Varina and/or to access the property from Dwight Rowland Road. Proposed
impacts in Impact Areas 3 and 4 are required to access significant upland portions of the
site.
6. Please list each buffer impact separately, noting the impact number and whether or not
it required mitigation. Impacts listed on the PCN must be referenced to a sue
plan/map. You note that you are proposing to pay NC EEP. Please provide
documentation to that effect.
Proposed buffer impacts are listed separately on the Impact Maps included with the
original submittal. Impact Areas identified on the Impact Maps correspond to impacts
listed in the PCN Application. Impact Area 2 contains the only proposed buffer impact
that will require mitigation (Zone 1 impacts = 1,45&; Zone 2 impacts = 1,915 ft2). In
lieu fee payment for buffer impacts that require mitigation has been accepted by the NC
EEP. An EEP confirmation letter is attached for your reference.
7. The stormwater section is incomplete and lacking in both level spreader worksheets
and Operation and Maintenance Agreements.
Level spreader worksheets are attached for your reference. A signed and sealed Level
Spreader Operation and Maintenance Agreement was included with the original submittal
under tab 10.
Thank you for your time spent reviewing this additional information. Please do not hesitate to
call me if you have any questions, comments or concerns about this project.
Sincerely,
Scott Mitche I, PE, LSS
?L -Z
Y"Steill
PROGRAM
September 13, 2(.N)5
Scott Mitchell
B. Scott Mitchell Environmental Consulting
zskil Maaaic Rug-, €_arir
Fuquay-Varina, NC: 27526
Projccr Rowland Meadows Subdivision County: Wake
_--slY?
The puipo'' this le"tor is to notify you th4t ilhe i lor`?II ?alulili:i Ci 17 y?ICl[7 Lltlitinl e1TIBnt k'I'UFranl ([Vl. EEP) is willing to
accept payment for impacts associated vnth the above referenced project. Please note that this decision does not assure that
fhlc payt3'wnt will hr t#pprnvrvl try riu- ptrrrrnit c.?jirig agenctcs S tntifbs s°?si t: i yr??: i :i ;? iCt3. ii iS lily rest OtiSivihiy Vf itii
applicant to contact these agencies to determine if payment to the NC F.BP will be approved.
This acceptance is valid for six months from the, date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within the time frame, th6 acceptance will expire, it is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
fo:tow inn izbl: .
River Basin- j v We lindc -_Bti.fec
Cataloging (Acres) (Linear Feet) Zone 1 i Zone 2
Unit (Sq. Ft_) t t;Stq, Fl.1
_ Ri arian Mon-Ki anan Coastal Marsh Cold Cool Warrm__
Neuse 0 0 0 0 6 I 0 I 1:453 f
03020201
Upor receipt of psyrnest, EEP will take responsibility for providing tic compcnsaioiy mitigation -1 -01 ilte ptrrniiied impacts
up to a 2:1 ratio. (buffers, Zone l at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
itiitigation wii! be as specified in the Set'iion 4(-W Permit and-lor 401 Water 0:1, liry !-`Greet. atr et , '.i &?v: C AMA : er^,i t, The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources aW the U. S. Army Corps of E lyre" dated November 4, €999.
If you have any niiestion* or need additional information, please contact Carol Sh-11%, at (919) 73:3-5205.
y,
Si b"litD'
W
1.3ilt?tt3r-C., 1?1-••;
I
Director
ce. C;yndi Karoty, WetlandsiHUi Unit
Monty Matthews, USACE - Raleigh
aic Kulz, 1.}V: Q :Rvgio"I Offit c Raleigh
File
R"torigj... EnA4"... Prot" Oar J-We'
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net
Oft Project No. E40 US
DMSK)N OF WATER QUALITY - LEVEL SPREADER WORKOM
1. PROJECT IM
Project Name :
Contact Person:
Level Spreader ID:.
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
complete the following Wommition):
x4ti4!.lo...' S t. /? f/.' ?.>j..a-,
0" n L1 Phorw Number:
/&C ft.
N. V1 ac.
Stt /?cir Liu/I:.BC.
7.y %
Max. Discharge from a 10 Year Storm / 2.71( cfs
Max. Discharge to Level Spreader / 2. 7y CIS
Filter StripBuffer Vegetation G"a II
Pro4mabrwnt or Bypass Method Nc.. b w
11. REQUIRED ITEMS CHECKLIST
(perperdiCUlar 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, canopied forest with leaf litter
grourdcover)
Initial in the space provided to Micate the blowirg design requirements have been met and supporting documentation is attached. N 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 shubnh kW package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
/3fiu? Level spreader is at least 13 ft per cfs for thidk ground cover or grass or 100 ft per ds in canopied forest with leaf
litter.
A4 1A Pre-Form Scour Holes are on flat slopes only
erm No structures are located in protected buffers'
H 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 Ww cover or on slopes of up to 25% in areas
with thick ground cover or grass N 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 carmhot be located In Zone 1 of a protected buffer area.
/?ofl: ?O r?rv?.?.? /t.1 h &,a? csylrti.la4d
/z
W IZcf.'e'(/?.. 1<ti S.?+y /r "/7.r.s, /L ?? ?+i? ?„ r i ?i.?G?? .oy5 / AC I&
WG?•
/ f --Z= ,1?, iv?? u s? -7 1?'s/ tt??.?, 5•' ?? 0'{ l el w c //i ?? t /AG?C .
DWO Project No. L XTn -0 U s- - /313
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT
Project Name :
Contad Peraw
Level Spreader If
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre4matnwnt or Bypass Method
Il. REQUIRED ITEMS CHECKLIST
/ ft.
Z ac.
t A ac.
(.. 7 %
e`' efs
a-54 - cfs
fie" 4ps"
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(or"ite and off-sile drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
g ver)
Initial in ft space provided to indicate the following design requirements how been met and supporting doaunentafion is attached. #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 Ally executed operation and maintenance agreement An incomplete submil>gl package will result in a request for
additional information and will substantially delay final review and approval of the project.
Ali an Initials
Level spreader is at least 13 ft per tiffs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
fitter.
-Pre-Form Scour Holes are on fiat Mopes only
f No structures are located in protected buffers"
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (f applicable) and plan details and calculations arc provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in proteded 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 foresMd areas with leaf War cover or on Mopes of up to 25% in sees
with thick ground cover or grass 0 designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer seas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWO Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foNWAV
Project Name : go,-i4,4 Awe,4 s
Contact Person: ?/• a _
Level Spreader ID:.
Level Spreader Length ?p ft.
Drainage Area ac.
Impervious Area SttA/.,lc lgle/a?ac.
Maximum Filter Strip/Buffer Slope 3.3 %
grass
Max. Discharge from a 10 Year Storm 3-`r'Y cfs
Max. Discharge to Level Spreader s . yS cfs
Filter Strip/Buffer Vegetation ?? -?asl
Pre-treatment or Bypass Method Ale, A i---
N. REQUIRED ITEMS CHECKLIST
(perpe"diadar to flow)
(on-site and off-skee 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, canopied forest vA leaf titter
9)
Initial in the space provided to indicate the Ubwing design requirements have been met and supporting documentation is attacked. 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 wiN substantially delay final review and approval of the project
Aoolicants initials
rat M Level spreader is at least 13 % per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
Or No structures are located in protected buffers'
If bypass method specfled in the Draft Level Spreader Design Option Document:
Bypass mehod is specified (d applicable) and plan delails and calculations are provided
Discharge to level spreader and subsequent fitter 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 wAh leaf Cdtler cover or on stapes of up to 25% in areas
with thick ground cover or grass N designed aooording 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.
5 IC Koh fv? )tva 5{1?r?c? #t,
DWO Project No. &2. go DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
f. PROJECT INFORMAT (please complete the
?! e ?• rlcMmftvbrniao: rmMlon):
Project Name : 41111l441l • /sb,,,
DWQ Project No. (/ t' , 1313
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
t. PROJECT INFORMATION (please complete the followirn
Project Name : I?. W / .,cJ AV r-?:?rw s
Contact Person: Y e if
Level Spreader ID: _ k 41
Level Spreader Length 7 ff.
Drainage Area Z. q ac.
Impervious Area S,rt Al. to 0., y ,ac.
%
Maximum Filter Strip/Buffer Slope 2.0
grass
Max. Discharge from a 10 Year Storm • ?`? cis
Max. Discharge to Level Spreader 5 9 cfs
Filter SbipBuffer Vegetation G?af t
Phone Number:
(perpendicular to flow)
(on-site and off -site drainage to the level spreader)
(on-site and off-sfle drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pro-treatment or Bypass Method L, f? ??
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Ha
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 paclcage WN result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
SP4 Level spreader is at least 13 fL per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
VI-4 -Pre-Form Scour Holes are on flat slopes only
&rxl No structures are located In protected buffers"
ff bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d 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 9" of up to 15% in forested arses with leaf Ma cover or on slopes of up to 25% In areas
with thick ground cover or grass N 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.
56t *lvft -? l e,itl rr 1.
DWQ Project No. of U
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT IWOfRMA'TI* (please oomplete the followin
Project Name : lG?.?/?r,.?c/ /W a s?llco,?i
Contact Person: 5" ? ?r.I, fc G?? ? I
Level Spreader ID:. # 5
Level Spreader Length ft.
Drainage Area O. /f ac.
Impervious Area .loft 04soac.
Maximum Filter Strip/Buffer Slope -7.7 %
grass
Max. Discharge from a 10 Year Storm • 55- cis
Max. Discharge to Level Spreader cis
Filter Strip/Buffer Vegetation -w

Pre-treatment or Bypass Method /V4 , A c-?'
U. REQUIRED ITEMS CHECKLIST
irrbmrratiorr):
Phone Number:
(Parpandixdar lo 110w')
(on-site and off-ske drainage to the level spreader)
(on-site and aelle drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
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 stommvater management plan submittal includes
a worksheet for each BMP, design calculations, plans and spedfications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An ineornplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Awlicants Initials
R:w Level spreader is at least 13 fL per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
?r/fA Pre-Form Scour Holes are on flat slopes only
Ss%?I No structures are located in protected buffers'
ff bypass method spedi ied in the Draft Level Spreader Design Option Document:
Bypass method a specified (if applicable) and plan details and kelciiatlons are pmvikfed
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 Mopes of up to 15% in brested areas with leaf littler cover or on Mopes of up to 26% 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 carrot be located in Zone 1 of a protected buffer area.
Sze no Ac 41" /wl ( yj-c.a al 10 1.
DWO Project No. Go. *4 o J7' /34'3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORMHEET
1. PROJECTION
Project Name :
contact parson:
Level Spreader ID: _
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
the following
13e ft.
G5 ac.
mac.
Max. Discharge from a 10 Year Storm /o' S?, cis
Max. Discharge to Level Spreader lo-51 cfs
Filter Ship/Buffer Vegetation G?asf
Pro-treatment or bypass Method Ali-, A. b-
11. REQUIRED ITEMS CHECKLIST
l/i ? .? 4, +-,
Phone Number:
(perpendicular to %W)
(on-site and off-site drainage to the level spreader)
(on-site and off-sots drainage to the laud spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the Mowing design requirements have been met and aupportinp doaurrrerMOon is attached. Its
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 inoanpiete submittal package will result in a request for
additional information and ON substantially delay final review and approval of the project
ADMicants Initial
OW Level spreader is at least 13 it per cis for thick ground cover or grass or 100 ft per cie in canopied forest vM leaf
litter.
A/M PwForm Scam Hales are on flat slopes only
0M No structures are located in protected buffers'
N bypass method specified in the Draft Level Spreader Design Option Document
:
Bypass method is spot W (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 loaf Mer cover or on slopes of up to 25% in areas
with thick ground cover or grass rf 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.
?tc
Dwo f:roject No. 6w . 1'3"i&
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
f. PROJECT INFORMATION (please complete the to?owinq information):
Project Name : A. eod&..-, Sub z/• ?• s fe -•
Contact Person: 6-H A.r : # rt. • r 1 Phone Number: (y/ 11 5,f-7 - yG F?
Level Spreader ID: _ # 7
Level Spreader Length S / ft. (pwpe vkdar to flow)
Drainage Area !?- ac. (on-site and off site drainage to the level spreader)
Impervious Area 5ze .U-60r B ac. (w site and off4lte drainage to ft level spreader)
Maximum Filter Strip/Buffer Slope .5-6 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 3.1c cis
Max. Discharge to Level Spreader • RU cis
Filter Strip/Buffer Vegetation 6"Asf
(thick ground cover or grass, canopied forest with leaf litter
g r)
Pre4restrnent or Bypass Method A,;, k w
N. REOMED ITEMS CHECKLIST
Initial in the space provided to indikAe 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 worikaheet for each BMP, design calculations, plans and spea8cations shoveng 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.
Aodican? Initials
Level spreader is at least 13 ft per sfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
A1,14 Pre-Form Scour Holes are on fiat slopes only
9.(M No structures are located in protected buffers'
If bypass method specilled 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 Mopes of up to 15% in forested areas with leaf littler corer or on slopes of up to 26% 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 f'he second level spreader cannot be located in Zone 1 of a protected buffer area.
t. wV,A4 -?reA rAc CAIt*/r.iee/. 1g?S???Gd IZafi;i?-?a l ?.? n. ?? 0.410
.
541ec Cllv.C,.??sC GL?itN Lv.ef.t•f7 a, 4,,/of i'Oct? <-,-Aces7
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
Ph. [phone]
September 14, 2005
RE:
Rowland Meadows Subdivision
Level Spreader Design
Level Spreader # DA Ac.
II0 in/hr 10 cfs
4.41 .4 7.22 12.74
.29 .4 7.22 .84
1.21 .4 7.22 3.5
2.04 .4 7.22 5.9
.19 .4 7.22 .55
3.65 .4 7.22 10.5
.6 9 7.22 3.9
*Based on 13 If/cfs
Development Consulting Services, Inctoll"114011$1
w : Q y9 : ? '.
Keith M. Roberts, P.C. LT'
SE ?
A
NC Reg. No. 23728 1? 7; 023728
40 ,????nR p8?????•
*Level Spreader 00
166
46
77
8
138
51
?OF W ATF9Q Michael F. Easley, Governor
`Q William G. Ross Jr., Secretary
?/J r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 8, 2005
DWQ EXP No. 05-1393
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Holland Road Inc.
Attn: Douglas Ball
1401 Aversboro Road
Garner, NC 27529
Subject Property: Rowland Meadows Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Ball:
On September 6, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Riparian Buffer Authorization through the Express Review Program. The DWQ
has determined that your application is incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetland, streams and/or buffers 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:
1. The PCN application and accompanying information are very incomplete. Please go through each
item on the Addendum to the PCN [http://h2o.enr.state.nc.us/ncwetlands/appadd5.pdfl.
2. Please refer to the Addendum with regard to the Site Plan items.
3. Please clearly depict the entire extent of the streams, wetlands, and buffers. Please provide a
legend.
4. Please refer to the Addendum section on culverting. It is impossible to see whether the inlet and
outlet have been aligned with the stream at the scale provided.
5. Avoidance and Minimization: several of the impacts appear to be avoidable. Please refer to the
Addendum and review those questions.
6. Please list each buffer impact separately, noting the impact number and whether or not it required
mitigation. Impacts listed on the PCN must be referenced to a site plan/map. You note that you are
proposing to pay NC EEP. Please provide documentation to that effect.
7. The stormwater section is incomplete and lacking in both level spreader worksheets and Operation
& Maintenance Agreements. Please refer to: http://h2o.enr.state.nc.us/ncwetlands/relrcgrt.html.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: httn://h2o.enr.state.nc.us/ncvvetlands
Npr hCaro ina
Naturallly
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Rowland Meadows Subdivision
Page 2 of 2
September 8, 2005
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 Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
C di Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Scott Mitchell, B. Scott Mitchell Environmental Consulting, 5601 Maggie Run Lane, Fuquay-
Varina, NC 27526
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051393Rowland Meadows (Wake)EXP+hold
DWQ # EXP 05-1393 Rowland Meadows S/D
Subject: DWQ # EXP 05-1393 Rowland Meadows S/D
From: Laurie Dennison <[e-mail]>
Date: Mon, 12 Sep 2005 13:21:16 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051393RowlandMeadows(Wake)EXP+hold.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/12/2005 1:23 PM
SENDING CONFIRMATION
DATE SEP-12-2005 MON 08:38
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : SEP-12 08:36
ELAPSED TIME : 00135"
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2371 Crabiree Tirwlnvard, Suilc Zip
Raleigh. NC 27604.2260
Mailing Address: 1650 Mail Service Center
Raleigh- NC 27699.1650
Contact Information; Mont: #: 919-733-0203
F- #: 919 733 6693
Fax To: Douglas Ball Fax #: [phone]
Scott Mitchell 919-5ti -4653
b?Y 6013
Subject: Rowland Meadows Date: .Tasty
Number of pages including cover sheet: 12? 3
Notes or special instructions:
The original will he Bert in the mail. If you ho ur gaccrions plraer. call Cymhm Yon Uea Wlcle an
9t9-715-3473.
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SENDING CONFIRMATION
DATE SEP-12-2005 MON 08:36
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : SEP-12 08:34
ELAPSED TIME : 0111211
MODE : ECM
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EXPRESS PERMIT RF.VIF.W PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Strut. Address:
Mailing Address:
Contact Information:
2321. Crih."e Boulevard, Suile. 250
Raleigh. W. 27661.2260
1650 Mail Service Center
Raleigh, NC 27699 1650
Phone #: [phone]
F'as #. 919 733 6893
Far To: Douglas Boll Fax #: [phone]
Scott Mitchell 919-557-4683
VlL, f2 a?
Subject: Rowland Meadows Date: July
Ntunber of pages including cover sheet: 2.3
Notes or special itstnictions:
The original will be (sent in the mail. If you have questions nlense call Cynthia Van Der W,ele 1R
919.715-3473.
601 MomtltlnN ?vdnx. FVv- PpMrit %U 4
15550 Nit $nni>t C", r. ReM4b. NOM C olne 1709&1050
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An 4prY OyaoMniMATrmeba ertm Errybryr-+e'; Req<bdhm, 00'1 r.s[+rrn, V¢d,
O? WAT ?
pS4 r
o ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Project Name: Rowland Meadows Subdivision
Wake County
July 25, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Holland Road Inc.
Attn: Douglas Ball
1401 Aversboro Road, Suite 206
Garner, NC 27529
Fax #: [phone]
Subject Property: Rowland Meadows Subdivision
Dear Mr. Ball:
On July 21, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from B.
Scott Mitchell Environmental Consulting regarding a project known as "Rowland Meadows Subdivision" for
acceptance into the Express Review Program. This letter advises you that your project will be accepted into the
Express Review Program once the following items are received:
1) The Application fee of $3,000.00 made payable to the North Carolina Division of Water Quality;
2) Five (5) complete and collated copies of the application; and
3) Five (5) copies of all additional information pertaining to this project (e.g., site plan, impervious surface
calculations, stormwater management plans, cross-sectional details, etc.).
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cynthia Van Der
Wiele at 919-715-3473 or Deborah Edwards at 733-9502.
AWK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
Sincerely,
C
Ian W. Klime, E., Director
Scott Mitchell, B. Scott Mitchell Environmental Consulting, 5601 Maggie Run Lane, Fuquay-Varina, NC
27526
Filename: Rowland Meadows
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
N r hCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE JUL-25-2005 MON 10:20
NAME DWIQ--WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : JUL-25 10:19
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RESULTS : OK
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department', of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard. Suite 250
Raleigh, NC 27604-2260
Mailing Addretq: 1050 Mail Service Center
Raleigh, NC 27699.1650
Contact information: Phone #: [phone]
Fox #. 919-133-6893
Fax To: Douglas Dail Pax #: 919-7723437
Scott Mitchell 919-557-4693
Sub.1ect: Rowland Meadows Date: July 25, 2005
Number of pages including cover sheet: 2
Notes or speeW Instruction:
The original will be sent in the mail. If you have questions please call Cynthia Van Der Niele ('h
919-7)5.3473.
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SENDING CONFIRMATION
DATE JUL-25-2005 MON 10:18
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : JUL-25 10:17
ELAPSED TIME : 00'47"
MODE : ECM
RESULTS : OK
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EXPRESS PERMIT REVIEW PROIGRAM
Division of Water Quality
Department of Environmental and Natural Resources
4ol oversight/Express Review Permitting Unit
Street Addt*m: 2321 Crabtree Boulevard, Smie 250
Ralcio, NC 27604-2260
MaUing Addrecc: 1650 Mail Service Center
Raleigh, NC 27699-1650
Cnntnel lntorlnalion: Phone #: [phone]
Pax N: 919 733-6693
Fax To: Douglas Ball Fax #: [phone]
Scott Mitchell 919-557-4683
Subject: Rowlnnd Meadows Date: July 25, 2005
Number of pages ineltittIingl cover sheet: 2
Notes or special itutructions:
The original will tK. srnt h, thr- ma9. If you have questions plcase call Cynthia Van Der Wtele @
919-715.3473.
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05-1393
B. Scott Mitchell Environmental Consulting
Transmittal
Date: Phone Number:
09-06-2005 715-3473
To:
Ms. Cynthia Van Der Wiele, PhD r7- -e DWQ - Wetlands / 401 Certification Unit ?..I.
2321 Crabtree Boulevard
Suite 250 SF 4
Raleigh, NC 27604
Transmitted By:
®Hand Delivery
From:
Scott Mitchell
?FedEX
WETLANDS AND STORMWATER BRANL;m
?Other
Re:
Rowland Meadows Subdivision - Express Review PCN Application Package
Attnehmentc:
Copies Date Description
5 09-06-2005 Completed Express Review PCN Application Package
1 09-06-2005 $3,000 Check for Express Review Fee

Comments:
Ms. Van Der Wiele,
Attached are five copies of the completed Express Review PCN Application package for
Rowland Meadows Subdivision in Wake County. Don't hesitate to call me if you have
any questions about this application or if you need additional information. Thanks.
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Qffice:919-557-4682 Fax: [phone] Mobile: [phone]
D$- 13 3
B. Scott Mitchell Environmental Consulting
PRE-CONSTRUCTION NOTIFICATION
APPLICATION
for
ROWLAND MEADOWS SUBDIVISION
WAKE COUNTY, NORTH CAROLINA
Prepared for:
Holland Road, Inc.
1401 Aversboro Road
Suite 206
Garner, North Carolina 27529
Prepared by:
Scott Mitchell, PE, LSS, CEI
B. Scott Mitchell Environmental Consulting
5601 Maggie Run Lane ?` Qh
Fuquay Varina, North Carolina 2752
F' ???`'`??
919 557-4682
DATE: September 6, 2005
PROJECT NO.: 905
5601 Maggie Run Lane Fuquay Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]
•
0
0
Cover Letter / Introduction
Pre-Construction Notification
Application
Proof of Ownership -
General Warranty Deed
Construction Plans
Drainage & Erosion Control
Agent Authorization Form
Stream & Neuse Buffer Impact
Map

0 B. Scott Mitchell Environmental Consult
September 6, 2005
Ms. Jean Manuele
US Army Corps of Engineers
Raleigh Regional Office
6508 Falls of Neuse Road
Suite 120
Raleigh, North Carolina 27615
Ms. Cynthia Van Der Wiele, PhD
NC Division of Water Quality
Central Office - Express Review Program
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
Re: Rowland Meadows Subdivision - PCN Application for Proposed Wetland, Stream
and Neuse Buffer Impacts (Wake County)
Dear Ms. Manuele and Ms. Van Der Wiele:
Attached is a completed Pre-Construction Notification Application for Rowland Meadows
Subdivision in Wake County. This subdivision will create 89 single-family home sites on the
• 79.23 acre property. Impacts to four separate jurisdictional areas are proposed as part of this
project. As illustrated on the attached impact map, stream and buffer impacts are minimal for a
project of this size and less than '/Z acre of wetland impacts are proposed.
The subdivision will dispose of domestic waste through the installation of individual septic
systems on each lot. This ensures a low impervious surface at project buildout. The total
proposed impervious surface area for this project is approximately 9.74 acres or 12.3 percent.
Hence, no BMPs other than required level spreaders are proposed for this project. The
stormwater management plan is not complete as of today; however, the engineer for this project is
actively working on this plan. We anticipate submittal of the proposed stormwater plan later this
week.
Thank you for your time spent reviewing this PCN Application. Please do not hesitate to call me
if you have any questions, comments or concerns about this project or if you need any additional
information to process the application.
Sincerely,
Scott Mitchell, PE, LSS
is
5601 Maggie Run Lane Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile: [phone]

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. fl y- t 3 g 3
(If any particular item is not applicable to this project, please enter "loot Appitcanie° or "Nita".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
• Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Holland Road Inc. (Attn: Douglas Ball)
Mailing Address: 1401 Aversboro Road
Suite 206
Garner North Carolina 27529
Telephone Number: 919-772-3929 Fax Number: 919-772-3437
E-mail Address: Douglasna BallRentals.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Mitchell
Company Affiliation: B. Scott Mitchell Environmental Consulting
Mailing Address: 5601 Maggie Run Lane
Fuquav-Varina, North Carolina 27526
Telephone Number: 919-669-0329 Fax Number: 919-557-4683
• E-mail Address: b.s.mitchell(a?,worldnet.att.net
Page 5 of 13
• III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rowland Meadows Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0677813450
4. Location
• County: Wake Nearest Town: Fuguay-Varina
Subdivision name (include phase/lot number): Rowland Meadows
Directions to site (include road numbers/names, landmarks, etc.): From intersection of
Highway 401 and NC 42 in Fuquay-Varina, proceed east on NC 42 to Kennebec Road. Turn
left (north) onto Kennebec Road to Dwight Rowland Road. Turn left (west) onto Dwight
Rowland Road. Subject prope is approximately 1/10 mile on left (south) of Dwight
Rowland Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5940 °N 78.7363 °W
6. Property size (acres): 79.23
7. Name of nearest receiving body of water: UT to Terrible Creek, C. NSW; 2743-15-841)_
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 currently contains one single-family home.
• Approximately 3/, of the property is covered by agricultural field. The remaining 1/4of the
Page 6 of 13
• property is covered by forest or pond.
10. Describe the overall project in detail, including the type of equipment to be used:
The project will install infrastructure necessary for a new subdivision for single-family
homes (roads water supply electricity, telephone etc.). Individual single-family homes will
be constructed by others upon the completion of installation of required infrastructure.
Equipment used to install infrastructure includes bull dozers track-hoe excavators, pans,
rollers pavers etc.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to create a
new subdivision of single-family homes on the subject property.
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. A DWQ Neuse Buffer determination letter was issued by Mr. Michael
Horan on December 20, 2004. This letter states that Feature' F" is subiect, however, a follow-
up investigation with Mr. Horan on August 30, 2005, found this feature to be subject off-site.
We are currently awaiting written confirmation of this revised buffer determination. An In Lieu
Fee Request Form for Impact Area #2 Neuse Buffer impacts was submitted to NCEEP on
September 5 2005
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.
The owner of this project owns property adjacent to the west boundary of the subiect property.
However, wide swaths of iurisdictional wetlands must be crossed to access the adjacent property
from this subdivision or from existing roads. The owner does plan to develop the adjacent
property at some future date, however, wetland impacts required to access the property via
current or proposed access routes are prohibitive. Hence, the development of the adjacent
property will likely occur after other means of access become available.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
• permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Page 7 of 13
• accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: ProMsed impacts include two
road crossings that impact wetlands and one buffered stream two parallel impacts to Neuse
Buffers for the subdivision entrance and impacts to a buffered stream for widening Dwight
Rowland Road as required by Wake County.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
r?
L_J
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
3 (Permanent) Road Crossing Forested No 925 0.0761
3 (Temporary) Road Crossing Forested No 925 0.0098
4 (Permanent) Road Crossing Forested No 0 0.2861
4 (Temporary) Road Crossing Forested No 0 0.0941

1 1
Total Wetland Impact (acres) 0.4662
3. List the total acreage (estimated) of all existing wetlands on the property: 10.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.

Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 UT to Terrible Crk Road Crossing Perennial 4 29 0.0027
2 UT to Terrible Crk Road Crossing Perennial 4 12 0.0011
4 (Permanent) UT to Terrible Crk Road Crossing Perennial 2 26 0.0012
4 (Temporary) UT to Terrible Crk Road Crossing Perennial 2 36 0.0017

Total Stream Impact (by length and acreage) 103 0.0066
Page 8 of 13
• 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres) None
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres : 0.0066
Wetland Impact (acres): 0.4662
Open Water Impact acres : None
Total Impact to Waters of the U.S. (acres) 0.4728
Total Stream Impact (linear feet): 103
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
• the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): No new ponds are proposed as part of this project.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
•
Page 9 of 13
• were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All proposed impacts are required to access upland portions of the property or are required by
Wake County (widening ofDwight Rowland Road). Road crossing s are as close to perpendicular
as is practicable The proposed road crossing downslope from the pond (Impact Area #4) is
located away from the existing dam to avoid disturbance of and potential damage to the
embankment Neuse Buffer impacts at the entrance to the subdivision are unavoidable due to the
proximity of two buffered streams in this location. Entrance to the subdivision from Kennebec
Road is not practical due to the existing railroad that borders the south and east portions of the
property
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
• mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.htm1.
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.
Pavment to NCEEP is proposed as mitigation for Impact Area #2 Neuse Buffer impacts.
No mitigation is proposed for other proposed impacts.
•
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
• Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): 3368
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
• Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
. buffer multipliers.
- -
Zone* Impact Multiplier Re uired
Page I I of 13

(square feet Mitigation
1 7,916 3 (2 for Catawba) 4,359
2 5,962 1.5 2,873
Total 13,878 7,232
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Payment to NCEEP is proposed for Neuse Buffer impacts that require mitigation.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. One single-family home and several small
accessory buildings are the only existing impervious surfaceson the prop_e_rty_ these will be
remove 6. Proposed roads will create 3.6124 acres of impervious surfaces. 89 lots are proposed
• etc.) means 6.1295 additional acres will be covered by impervious surfaces. The sum total of
these proposed impervious surfaces is 9.7419 acres or 12.30 % of the total site area. This
directed to the existing Wnd for treatment will be directed to level spreaders or flat natural
forested wetlands for treatment prior to entering protected Neuse Buffers. The design of the
proposed BMPs are not finalized as of this date and will be submitted to DWQ for review as
soon as it is sufficiently complete.
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.
Sewage from single-family homes in this proposed residential subdivision will be treated and
disposed of by individual on-site septic systems as permitted by Wake County.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
• XIV. Cumulative Impacts (required by DWQ)
Page 12 of 13
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Please refer to Section V Future Project Plans for partial explanation Additionally, it is unlikely
that this relatively small pro'ei ct will spur additional development in the immediate vicinity._
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
51197 /7L1/ 4 ?U
z'-Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
•
•
Page 13 of 13
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D*Nw eat M-4 ((-y b be Pwd by de chins au way to sloe amnty ion cnllano? spas
&Ownw,wafakftoweak numsNwwwPMJ1AFlIri11(tMIrokowIt61 omortandwo
Tax M: 0011008 A 0000389
Excise Tax $2863.00
to:
I= GENERAL WMMANf Y DEED, made due 15T" day of MVWlber. 2004. by ad befW=
RANSDELL CHARITABLE LEAD TRUST
U/W DATED 9-21-9
do 6336 Dwight Rowhmd Road
Pnquay-Vwia% NC 27526 ........................................ hercinOw called Goa nton:
HOLLAND ROM. WC.
1 CNNN Cet}mM
1027 Hwy. 70 West, Suite 106
Garter, NC 27529 .............................................. haeinaftercalled Granlsea:
• WITNESSETH:
The dedgoatma Grantor and Groom used ham sW include parties, their heirs, xx*essors, and assigns,
and dhdt include singular, phwd. mnculim tammune or tauter as required by context.
The grantor, fora valuable cooeidendon pad by the $mutoe, the moo" of which is haoby wkwwledpd,
has and by theta presents does Arcot. bsrpin, wH and convoy unto the plmtac W fee ampbe, all that owtaul kit or
potcal of land situated in Middle Ctak Township, WWz County, NC and more pertiodady described as follows:
NO CONVEYANCE OF TONAM ALLOTMEIKf WITS THL1 TRANSACTION.
Haug aN of toot ALL spa (beNisM at read and ratMvad r4Ms of way) OnOW saooarls
Surveyed and napped for J.R. CaMb Idste wo meds as dwma to boat of Maps 19'81, Per
777, Wake County RoOdry, roles a to wldeb is hereby made for g rester esrWaly of
11 P- %MM
SAVE AND EXCEPTB OWSVU4the faBowingdemcribed lead dwu*Wbs bootM44.page
357:
HRGII4NMG at a stake bm dW S*tdb 2S desraa 22 wh Ma M seeowk Watt 83.38 test born
at coma lino of SR VA nX slope bspog a conam corner *0 C kwM Turner Roveb
(Tra t SA) sad bobby WorOm of as (Tract SD) and roaming dwace Stink 25 degree 22
ainstes 32 oecuods West 73.34 fat to a stak% a coraor will J.R. Cdb EsMte; tbeacs with
IDs CaMb Zmlaes Hum North 67 degress 07 faint "sooonds Waft 267-32 feet to a stoke on
the lies of John C Cdlk; Heine with tine Collie Mae Nash 06 degrrn 23 nioules 28 seconds
East 2SA tact a a sWaq the sesNkwpt for oar of Clarke Twow Ravels etax Traet SA; thanes
wNk the Revels No Soatl77 degree 26 admolfo 28 well East 341.87 Het M de polar amid
placed BECtN OC, sad nmWm K LU som mitt kwn u Tercet IC tithe popwy d
W.4 CMIK Sr. as ohms am a tower by Gerald M. W141e, doted Job/ S. 19K
• Sae book 10616. page 1833; Seek Will, Page 2377; Hoek 4010, Page 156; D" 367% Per SO;
Hoak 32(0, page 148; Book 29M pogo 252; Made P. Collis Zdato to 79 E 0; JJL COM Relate
to ilk 0116"; Hook 2382, page 431 Hoek 2104 pogo 315; Book 20W pop 369; Hook 1676,
(Papa 2 W 3)
BK01 1 106PGO0652
• pap f4; )took 1ok pW at Book 1383, pap 483 and 406; Book 104 pop M Asok 1057,
Polo 125; Hook 1064 pap 94; Nook 474 pwp 595 and Book 233, pop 127.
AJeseo?rered bench, ? tie eyYt N ? tuM1 urea st+ara? mecca that etbeot?tt deoerlietl
to Book MS, pop 12L
This coaveraaee Is mode subject so eke CPAL emmusat Is Book 2183, pop 94.
00-7.14011
BSCINN 40 at a pit haremied Is the eaateriine of SR 2753, =M point being the northeast
corner of Charles Turner Revels Tract SA Bad area than m wkh the temsergue of SR 2753
South 57 alslp 09 =[so a 23 smosh last ASS faet to a point; thaext Se a& i4 daagreea
N ldiie 1 SS tl widl w1911.15I1at ti • /Nat Ytf! eel e, ldi poilt AdiiS tie gltr
northeast tormer wftb Dobbr Wortbam rahbahala a Trod SD; doom South 96 degrees 54
nbnln 02 mmmWk west 21.0 feet a a poImt hmW within the right of war of SR 2753, aid
pobt bd.t the eenbaec pw er Wottm ataistee a Tact 5D; these Mae 77 depeee 26
adautes 20 winds west 235.6! bd to* dakep a Como" owner with ChmehaTuva" Revels
mirmbt Trad SA an/ J.R. Cailb Estate; themes wtth the Revak 8ooo North 25 depeaa 22
•ha tes 32 seaoods lid 01.31 fiat p tw pokt of UGINNING, and eeowkkg 0.25 aera or
which 0.16 M Isedw " the right or war of SR 2753, ami being wows as Tract SD of tw
prop" oof W.E. Caws, &. a do" eta a swM by Iiprdd 1K. WWar, dated Jtaty S, INI(A
in Book 10614, page 1833; Book UK poop 2377; Estate of Bart L Hollmetaa, 99 E 465, Book
74K pap 3%, Book 4133, pap 356 good pop 357; Book 38K page 366 and Book IOW page
20.
. TO HAVE AND TO HOLD the aformseW lot or panel of Land sod all privileges and apphglonanoes
tberrlo beloogift to the gtsa ms, in Em simple.
And the grantor covenants with the pantos that pastor b sain d in fee simple, has the tight to oonvey the
lame in loft simple. Get tick is marbdabke and five and dew of all Wverto escmmbemoes, end that the grantor
wM wnraat good detbad tits tick apiad the lawful claims of all parsons whomsoever except for mweptioos
• hteoiastler Stated.
IN Wr NESS WHEREOF, the pamuw has heaehmm set his hand and ail, or if corporsh% his canaed this
bwuuaw to be executed by duly authorised ot'Ecars and its snd affixed by authority of Its Dowd of Dlroa m,
the day and yarn first above sd forth.
RANSDRILL CHARITAk9 A LEAD TRUST
U/W DATEP 9.21-+99
By: C../La(9W„a -(SEAL)
61 Jones C. Re ,"A Jr. -T
By (SEAL)
Terfy Boss, Tra tae
Bin _? (3EAI.)
k9but L Ra miA Trusts
NORTH CAROL NA
COUNTY OF WAKE
1, the WrdersigpW notify p Elie, do hereby oar* that JAMES C. RANSDII Ld., JR., R. TERRY BASS
and Ron" L sb os of the Ram" Charitable lead Trust Mw dated 9121-". each
petrrmthtly apPe and acknowledged the due aft MAioa of the foregoiag and armexed
imetruareot. .? f?R Y ?,,p?
w this A5- doy ofVM*0*W' 24h? ! I . • .
pV*%: w- Notary Public LZ. • MY aamsmission mcp 02
(PW 3 of 3)
BK011106PGO0653
•

C]
Ydbw p mAmfe dmwl b • AW part of yoor reem4W dooamert.
Pbw retake wqb muted do¢umat and m"ft for weaor &m&
PC Woke Coaaty Register of Deeds
WAKE Laura M. Riddiek
CCOUN tr Register of Deeds
North Carotin. Wam County r t, `
The faesoing certificate of,IQ1
NatwWas) Public is (fie) eeftified to be cmwt. This itt,$butneat
maid this cadficate ace duly m %Wemd at the date and time and in the book ant
page shown on the foal page hereof.
l.uua . Riddidc. eplrter of 1)oeda
By:
lt,egitter of Deeds
• Im c Gny 7bMn.a,..e,
r ot7Loe stmppleaded New Ttmc su=p
NdPyes
llJil-N?tlli
I
B. Scott Mitchell Environmental Consulting

AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name:
Address:
Phone:
Project Name/Description: ;? 1 aM L{_ MLaL. s? s Suh e/, ?;S? '?_ _ _ Date-

The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 18.90
Wilmington, NC 28402-1890
Attn: / S, cl 6? vl 1 4 y? G9 6 1e-
Field Office: 241r. 4 2 14L X
• Re: Wetlands Related Consulting & permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize B. Scott Mitchell l mrironmiental
Consulting to act on 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. This the
(,- day of__ SEA i c-v? $E2
This no ' - upereedes any previous correspondence conce the agent for this project.
6:e4y 3 6Z?
PRINT Owner's Name PROPL TY Owner's Signature
Cc: Ms. Cyndi Karoly
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
• 5601 Maggie.Run Lune Fuyuay Varina, North Carolina 27526
Office; 919-557-4682 Fax: [phone] Mobile: [phone]
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12/28/2004 11:09 FAX
. o?0? w A 7-69oc.
DWr
• O.^C
1002
Michael F, Easley. Governer
William G. Ross Jr,. `secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E.. Direclor
Colleen H. Sullins, DiLputy Di(ector
Diviswn ui Water Quality
Decembet• 20, 2004
Jason Hall
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Attn: Mr. Nall
i."
DEC 2720
t
NBR.R0#04-0312
County: Fake

BASIN:
..:.-..Akusbki'aezL-- . -X. , ...- _ . • .Tnr.Patnkioo _ ?tj (}
•05A NCAC 2B .0233) 05A NCAC 2B ,0259)
Complaint NOV Butler Derermin:ation X
f ncident # Appeal Call
Project Name: Douglas 8211 Property Willow Springs
L ocation/Directions: NW of Interse- ion of NC 42 and SR 2754 Wake County

Subject Stream UT to Ten.ible Creek
Date of Determination: 7/28"04
Feature Start Buffet'
GPS Points (if
provided) End Buf&r Stream
Form Appeal
Call Located
on Soil
Survey
^ Luu tcd on
qS(.;S.
Topographic
A Not Contested x x
S Not Subject Y .
C Subject I @ Flag
7/2$/04 x Y
;1
D Not Contested x !
lv Sub ect ?' X `C
F Subject x j

I
- I

Raleigh Regional Ofice 1828 Mall Eervlce Center 0 Di phone [phone] Custorrfer Service
Water Quality Section Raleigh, N(: 27599-1628 facsimile [phone] 1-877-623.6748
12/28/2004 11:09 FAX 0003
S & EC, Jason Hall
Douglas BaN Property
12/20/2004 L
Page 2 of 2 Ii' fGn" %'' 1M'111
This on-sue determination .vital/ expire five (S) years front the date of this latter.
Landowners nr n/Jvected parliav
that dispute a deternrinatio.s made by the DWQ or Delegated Local Authority that a surface hvater,eWisrs and tdtat
it is subject to the buffer ruse may request a determination by the Director. A request for a deternt'irratirul •1 the
Director shall he referred to the Director in writing c% Cyndi Raroly, DWQ Wetlandk 01 Unit, ?311 •L
Blvd, Raleigh, NC 27604-:260. Indlvlduals that dispute a determination bV the DWQ ur De4?,nrerl Lrica
Authority that "exenepts" a surface water froth the buffer rude may ask for an adjudicator), hearhr Yolr err use
act within 60 days of the dare that you receive this letter. Applicants are hereby notyied /hat the 60-dio. statutory
appeal time does not start t.rrtil the af)'reted parry (including downstream and adjacent landowit a s) is many ed uj'
this dscision. DWQ recommends that the applicant conduct this notVication ire order to be c•errain that thirel
party appeals are made in o' timely manner. To ask for a hearing, send a written petition. which currlor fr s to
Chapter 1 SOB of the North Carolina General Statutes to the Office of Arlnrinistrative Nearir g-s. 671 ! Alrril
Service Center, Raleigh. N. C. 27699-6714. This determination is teas/ and binding unless ruu n.rk /iu rr hc•urhr,
within 60 days.
The (owner/future owner.) should notify the Division of Water Quality (including atrv other Local, Some. alert
1"ederal Agencies) of this d,scision egncerning any future correspondences regarding the serbjecr pruperh, (stalvd
above). This project pray require a Section 404/401 Permit for the proposed activity. Any inquiries should bee
directed to the Division of Water Quality (Central Office) at (9)9)-733-1786, and the US Army Corp of Engineers
(Ralelgh Regulatory Field ajree) at (919)-876-8441.
Respectfully,
n!?•rh..Q?-bra-- •; ;? ?? ?x ?i
Michael Horan
Environmental Spec. T
CC: File Copy
Central Files
DWQ 401 Stonnwtaer/Wetlands Office
Wake County

0
12/28/2004 11:10 FAX
?J
0
•
14004
Anoor Quad
No.: JH reset (Sheet 98p
DOUOUBW
Wdk w SSp fts
Waite County. NC
r?
son & Environmen 46 nsultants, PAS
11010 Rw o FJge Rd %12aieigt?, NC 27614
(919) 8465900 • [phone]
Web page: WWW.&amdE =n

12/28/2004 11:10 PAX 0005
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P19)Wf: scale: Figure 2 - Soil Survey : • '
"W.WI 1-:1320 Map
gym: Soil 8s Eiivfgon`;tttCtital Consultants, PA
JH 7-" (Sheaf 8!h 11010 Rairon,Ridife 96- Raleigh, NC 27614
Douglas Bad (919) 84690U • [phone]
Willow springs Web PagW www.SancEC.com
Wake County, WC
12/28/2004 11:12 FAX Q006
• I
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'r' G i'lii ?(l ,y •+:: ? 1l,.? `.`, ? ?` ...?? r ? - it
C°oY?9?t (C) 1998, Maptech, Inc.
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
40 problems with the system or prior to any changes to the system or responsible party.
Print name:
Title: ??`1Dy
Address: 1 14?i?? (?7 l7 ?D?? ?i D (o ?T? 2 bra Z?
4V
Thorn
Si6MO
Date:
Note: 'ne 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.
a Notary Public for the State of
tilvt2il-1CAJQcxriCounty of do hereby certify that
'POO& L4,E=7 'JAL-I..- personally appeared before me this 6TI• A
day of -3 , 200e , and acknowledge the due execution of the
forgoing level spreader maintenance requirements, Witness my hand and official seal,

COUMY OF WAU

SEAL
My commission expires
Page 2 of 2
I ~ _ _ _
EXISTING 8" GATE VALVE g 0 ~
EXISTING 8" WATER LINE IC 1ti~ \ ROAD WIDENING IMPROVEMENTS IMPROVEMENTS WILL CONSIST OF I/2 /
IVE NCDOT PUBL PFS LDT 4 EXIST ~ POND S~ ROWLAND POND SUBDIVISION OF A 45' B-B STREET WITH CURB AN GUTTER
XISTIN ROWEAND 9~ BOM 2oD3 Pc 1s71,1s72ae73 Jll~~~ 1 5' ADDITIDNAL RE ~ F s" cAtE E DB e 'yg7 ft, ~ DEDICATIEN ~ SR ~ ` vALVE ~ • . . y~, . BDM ,tti"d&4a 11 ~ NN R. CAWS WITH A 5 'SIDEWALK, FOR THE F FRONTAGE Of THE PROJ CT. / ONING R-JO PER THE TOWN OF FUQUAY-VAR] A, i
a - i " " " ' " " " " " • • • • • ' • • • • • ~ ~ CHARLES TURNER ,SJ Uh p4 i = • . . ti ' • • , , , . ~ DIANE REVELS N 6 4 IN R/V ,n N~ , i ~ " ~a~,~a u6.5 S' 1
qN~ h ~ $ rea er ~ G P ZONING R-30 Q • . • . • • J b EwsnNa R = ,m Z ' ' . . • ' ' ~ • . ' ' ' ' . ' ' . ' ' . ' ' S ~6 LCV6I O. NOTE: THE 12' WATER LINE ON DWIGHT R WLAND ~ ANN R. CAU1S ZONNG R-30 /
ROW~WO POND X LDT S a1• wewaerx 48,37 eq. ft. • , , , • . . ' ' ~ 5 WP ' • ROAD MUST BE INSTALLED W11H A IIIN. UI PROPOSED RECOMBINATION ~ ' ' ' ' gP R ' COVER OF 3'. WHERE THE WATER NE rewe+r sECnw rce N r FLOOD HAZARD SOILS UNE PER WAKE CO. O
0 ~ 0 1, acres • . , ~~o E pE , . J ~ U Z • • • • OOg 5611.5 L1N ~ • • • e~P~, ~ „~j CROSS STORM DRAINAGE, IT SHOULD BE a ~ ~ 4 Ng RgnR SITE ~ • ' . ' ' . ' ' ENDS OFDIHE CULVERTSENT AROUND T pOP THOROUGH AR i Q G
°'0 ry2 ~ aaee 5' sidewalk l V~ [ NE IV 5' sidewalk .OUT 32s,t5 KENN TH & BARBARA NSON L~
NC 4t ~ Umi 58,2 aq, ft, 5~ • , r w m 1.34 aaee • . , 20NINC A-30
%D • ' ' ' ' ' ' 28,762 aq. ft. , 22,291 eq. ft. 7,025 ft. / NG£ ~ ~ ~
Z ~ " • • 0.88 acres 0.51 acres 0,85 ea ~ 7,025 ft. ~ l 0,85 ea U 32&6' p~i,pU i / /
a r TiHG DJ V 6. ~ II,^,'' SIMPSON b DEBRA CURR ~
3 0 , • • • FE= 6.5 i0 ~ s 22,883 a it. 20,152 e ~ oFF 0.52 aaee 6.5 ~ ~V~ ZONING R-3o / Gh, ~ T
INI TY MAP NOT TO SCALE ('1 ROWLAND POND SUBDIVISION aaa gLOEMBLY ~ F ~ ~ Q, I T//K KENNETH Qt BARBARA JOHN / ~ 11111
Z BOM 2003 PG 1871,1672,1873 ~1~5' , a• PSS 34,977 s , ft, F • S a~ 0.80 a Oa A~gLOW y N ~tiO . B5 gL ~ ~ ~ B ~ ZONING R-30 ~1sIN 111// 389 aq. tt. It o R 0 ~ 0 ~ CA
- EXISTING 6" 0•~ ~ ~ ~ • • ~ • • ~ \ o' w BLOW OFF ~ v ~V .93 aces ~ , ~ i J ~ ~ RQ Q ~~0•. ,
ASSEMBLY Z I 2 .•pFESSId /
Sad PROPERTY LI • • , oArio ~ 21,112 aq, ft, ~ f 2 ~ DONALD RLEE / ~ ~ ~ ~
P~tiD , • , ~ 0.48 aaee 32,430 eq. 4 ~ ~ 0,74 aaee ~ 4, - ~ ZONING R-30 ~ ~ FFE 36.5 ~ ~ ~ 023728 F
R~ ' ' ' ~ ~ 1,9~F~- • 36.5 OP`L ' ' 0.73 aaee
QR ~ a~ o° • ~ •.N ti~a . N _ . I,~(~ ~ GINS . ~ .
~ ~ ' 0 Ali Q~ K ~ , M. ~ ~ OOD HAZARD SOILS LINE PER WA E 111 qty I
'S 20,049 q. ft. 0.46 aaa E ~h ~ ~ DWIGHT ~ IIp11111H~ . o c~ YI' ~ A ~ R WIAND R 11
29,509 q. ft. ~ OAD w ~ ~ ~ ~ Ci
0,88 acre 29,342 . fL o Q 30,825 sq. ft. ' ° JJ / 0.71 acres N P' ~ ~
W ~P~ °437.5 I ~ ~
a° ~ o o ~ ~r - ~ ~ ~ ~ HOLLAND ROAD INC. 20 D~1 0 . ft. v ~+(T~' ~ FFE=337.5 ~ I
HOLL D ROAD INC. BOM 2003 PC 1871,1872,1873 ~ q ' ~N ~ p .46 aces 48,709 aq, ft, <v J F,~ BOM 203 PG 1871,1872,1873 ~ 1RACT "B" ~6 1,07 acrea P 27,3~s , ft. 51,140 ~ tL ~ JERRY k GLENDA FULLER / 1.17 a ZONING R-30
rancT 1.aeAC ~ ~ ~ 0.63 a~ 'j C.
12ac ~ Q ~0 ~ FLO H ARD SOILS LINE PER A F~ 's~ ~
~ ~ N ti ~ ~ 9 Vi ~3 "'v
C c~ ~ p HAZARD SOILS LIN I PER WAKE COUNTY ~ ~ 20085 e ft YP~ ~ Ap I ,
o° 0,48 aaee ~ 2082 acr ~ ~ ~ ~ m ~ 22400 sq. n. J! I 20 0 PAVEMENT U 0.51 acres r m I ~ c' Z
• 27,808 aq ~ 29,882 aq. ft. ~ 0.69 acrea t~ 0 0.83 as c ry - - 9f I/4'FT ~4•p7
~ i n,Jh F<, Q 34 rm ~Y (n ~ / s pq T W o
e j 2 w' Tff ~ ~ \ ~ F 8' ABC 1-1/2' I-~ U N
~ a• n I r 28,481 eq. ft. 20,3651 ~`tt: c ~ ~ ro a / 0.81 aaee ` 4r , ~ - - > w 4- ),3,051 aq:`tt; ~ ~ ~ O
,e i - / ~ 4.88' aaee 0,47 aaee ~ ~ 25,041 aq. ft. ~ 4.66' aaea 1.5' MIN. DITCH DEPTH W ~ I p ~ rn ~ N
Q ~ o ~ F ~ ~ ~ ~ 0,57 ogres ~ F~ Q- , ~ ~ -r1 54,371 e ~ , ~ \ C~ ~
a~ 34 • 4 ,.25 . T Y Z Q GA e 3 R PICAL STREET SECTION _o N
26, 23 aq, ft. ~ 44 t-- ~ ~ ..;51,782 eq, ft. 11 ~ J I~
~ 22,871 e . ft 0'61 aaee r / A 0.53 acrea FFe\ OSSIBLE TURE ~ ~ 2o,oaa eq, ft, ~ ~34g 0,73 acres l>r / ~ O N
ELL SI 0.46 acrea ~ ~ ~ ~ i Zm Z
J IF iH15 SITE DOES p PRODUCE WATER, iHEN sITE noes O cn 1E WATER, iHEN ~ U W ~ W
HOLLAND RD INC ~ $ U I BOM 2003 P 187 ,18721873. PROPOSED E BINAlION ~ ~ / 24,809 eq. ft, m T~E~olsa~uTED BA l° UTEO Bp..'~fl. ma ~ ~ Z TS / ~ ro Z Q (Y
rRACT "c" " BAC ~ ~e 19,866 aq. H. 0.58 aaee ~ ~ 1.DeAC ~ • ~ 0.45 acrea ~ 1 RA s s t ~ ~ CURRENT w ~ ~ ~ / LAND OWNER ~ o
~ ~ ~ I o
~ ~ Cx i i 4W POSSBILE WELL LOT 1 ~ M ~ e R S kB RFO F W ILE weu SGT a I ~ ! RANSDELL TESTAMENTARY CLT w ~ 36,936 aq, ft. / 11 0.65 saes i PO BOX 366 O
o I . J ~ 2o,ii8 aq. ft, ~ F~ ~ ~ °w of ~ ~ 0,48 acrea ~ 346 v, r a ~ Q ' Gv J W ~ - W 3 955.~e ~ ~ ~ FUQUAY VARINA, NC 27526
6 OPERTY LINE 2o,z e . ft. ~ ~ ~ h 0,76 acre l / w
P P TY INE m ~ q Q ~ ~ ~ .48 aaee W ' 4 ` N/F m ~ ~ ~ i ~ ~ ~ ~ % ~ o o
J C ROWLAND FARMS LLC ~•00D ~ ~ J ~ ~ awvm aolu uar ru whla caunl' ~ 3T' 484 aq. ft. i Q~ o R-30 „ DEVELOPER 0
72 acrea ~ c V kq ~ J eo (e ~ ~ HOLLAND ROAD INC.
O O~ xs 34 4 ~ ~ / 1027 HWY 70 W. STE 106 21,632 aq, ft. GARNER NC 27
J \ r ~ 183 ft;' OO / ~ 20,171 eq. ft, 0 4s a a@~ \ 0.50 acres ~ ~ ~ ~ 529 / ~ r-.1
/ 0,48 acrea ~ ~I,IM~ ,242 eq ~ ~ R 8 ~ ~ -W' }G .46 0a ,242 eq, ft. ~
~ (F +7 acrea ~ ~ NG t O F .48 acres / W MINIMUM BUILDING SETBACKS
Q / ~ 2a,7o5 eq, 1t. ~ ~ . , ~ RACK ~Jp ~ ~ ~c II 0.46 aaee \ ' 1~?F1 ~ ~ ~ , W II t\ ~ F W FRONT YARD 35 ~
.r b ~ REAR YARD 30 ~ ~ 28,296 aq. f4
B"GV ` ~5 20,171 eq. ~ ~ ~ ;v ~ 0.50 saes ' ~ SIDE YARD 15 CORNER LOT SIDE YARD 25 Ir-I ~ ; ~ ,
Q ~ 0.46 aaei / ~ F~ 9~ ~ ` a ~ NOTE: ALL PROPERTY LINES HAVE A 10 a ~ ,2g3 x
i~ ~ - 5. 20.302 eq, n. S3 ~ ~ m 0.47 aaee 21,040 w. ft. 1 N ND JAMESRANSO ` SEWER EASEMENT FOR THE POSSI I m ~ I,e, ; 2GNINC R 3o B L I TY
0.48 a aaee 2 ~ , ft• \88,5 ft, t'r FF F~ o OF ANY FUTURE SEWER EXTENSIONS.
1,A8 3 % 47 aaa ~~~e ~ ~,3 Q O ~ S THIS GIVES A 20 EASEMENT BETWEEN ALL ~
~ l~ 1,385 sq. n. ~ " WETLAND 4 ,49 aaee ~ ?8,012 ft. aq. o , ~ 35, 0 eq. it,
+u 2O,17y aq, ft, ~ ~ ~ 0. acrea l f '0.80 aaee % v ~ i J~ m o,~O aarea Z ~ NOTE. LOTS AND A 10 PERIMETER EASEMENT. ~ U 1 TOPO A
o \ ~ ~ N ~ GR PHIC INFORMATION FROM WAKE COUNTY W 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS. H
ya F ~ m z ~C ~ W 3 EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM. PERMITTED BY Dwo Q
0. N 20,302 aq. iL ~ e 0.47 acrea f ~ S~ ~ N ' m / 4 EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEM. PERMITTED BY wAKE couNTY. Q M ~ ~ 5 WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATI W ' II----~~
N s ~ \ ~ ~ ~ F ^ - ~ ° Z 6 PROVIDE 20' DRAINAGE EASEMENTS AT 4 LOTS OR 4 ACRES. ONS WILL BE COMPLIED WITH. J ~ o JAMES BuuocK L~ 7 THE HOMEOWNERS A C A t-~ Y SSO I TION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. 8 ZONING R-30
20,284 eq. ft. ~F~ • ~ 0.47 acrea 21,780 , ft, 20,581; eq. ft. ^ ~ W 0.47 aaee ry 53,5'. Cc~ i 8 NO DIRECT ACCESS TO SR 2753 FOR LOTS 67 86. 53,5,1 9 THE EXISTING PONDS APPEAR TO BE IN EXCELENT CONDITION. ANY PROPOSED IMPROVEMENTS
0.50 acrea 1~~. A ~ 1.2 1.22 87, ~ s~ TO THE PONDS WILL BE PROPOSED BY THE FLOOD STUDY ENGINEER. W
~ 3S ~ ~ ~ S ~ 0 1• as ~ ~ 10) ALL PROPERTY LINES WILL HAVE A 20' TOWN OF FUQUAY-VARINA UTILITY EASEMENT CENTERE ~S ON THE PROPERTY LINES.
~ - OPEN SPACE WETLAND NONWEILANO p 253,303 i R A q 3 ~ 11) BOUNDARY INFORMATION TAKEN FROM A SURVEY BY ASHWORTH LAND SURVEYING, e ~ 12 ALL ELECTRICAL LINES SHALL BE BURIED. (f
562 ROAD MUST BE INSTALLED WT11 A ~ LEI CDVER OF:3', WHERE THE WATER U ' c N ~ 13 BUILDING SETBACKS WILL FOLLOW THE TOWN STANDARD. 35' FRONT, 15' SIDE, 30' REAR.
q 22603 . ft. w F~ r' GROSS STORM oRAINACE, IT sHGULD B / 2O178e.fL ~ ~QT I A ! 1NSTALLED IN AN EASEMENT AROUND TH 0.48 aaa 0,52 as Z 3S ~ ` ENDS of THE`CULVERTs m \ ~ 14) ALL OPEN SPACE IS SUBJECT TO A 20' SANITARY SEWER EASEMENT WHERE THE TOWN SEES F Q ~ ~ ~ 15) THE EXISTING WATER SYSTEM LOCATED IN ROWLAND POND WILL BE CONNECTED T0, WITH AN SIDN~,Y CALLIS
Q s p 20,183 e , ft. ~ 2 ,009 aq. ft~ ~ ~ - zoNIN R-sG ONE GALLON PER MINUTE PER HOUSE WATER SOURCE PROVIDED ON THIS SITE. r ,
0.46 aaee i to .46 acra`~ 3 f j 16) ALL NEUSE BUFFERS ARE BEING FIELD VERIFIED BE DWQ. W rn , 17 BUILDING SETBACKS WILL FOLLOW FUQUAY-VARINA STANDARDS.
o I ~ ~ n 18 A FLOOD STUDY WILL BE PREFORMED PRIOR TO CONSTRUCTION DRAWING APPROVAL. 0
\ ~ WETL,IND ~ ~140,78b pq. ft, ' 1 19) ANY FUTURE APPICATION FOR ANEXATION WOULD REQUIRE THE ROADS TO MEET THE TOWN FUQUAY-VARINA STANDARDS. THIS WOULD REQUIRE FOR AN ADDITIONAL
N~ .23 aaa Q ~ JaHN RAC~ANB ONE (1) INCH OF ASPHALT RESURFACING.
J C ROWLA FARMS LLC 2O,D59 !q. ft, UJ - R-3o 0,48 aaa Z # 23,888 eq. ft ~ / ZONING R-30 THE OPEN SPACE SHALL BE DEDICATED FOR
aaee 21 48 . ft, F~ ~l % ~ Lv ~ 3 ` ~ PROVISION OF ACTIVE AND/OR PASSIVE OUTDOOR
Q 0. aaa II 20 485 e . n 6 ~ ~ I 0; 7 aaee ~ ~ 32,767 3 RECREATION OPPORTUNITIES FOR THE SUBDIVISION'S
V CL ~ ~ ~ 0.75 oi5 cave' RESIDENTS AND THEIR GUESTS ~
F 8 eq. ft. FF~ FF DANA POLLY EISEMAN SITE DATA: F\
~ 3 cree S ~s c 3S zoNING R-aG TOTAL AREA 79.23AC p~ 8 ~ Z ZO
20,380 p, ft, 23 p. ft. ~ 18 0.47 aaa ~ 0 aaa 20,913 aq. ~ ~ ' PROPOSED USE RESIDENTIAL SUBDIVISION TOTAL NUMBER OF PROPOSED LOTS 90 °~~~•wpr
„ 0.48 aaa ~ ( l~ 22,418 ~ ~ F~ F a ~~DSANDS E~~UALITY F~ LINEAR FEET OF STREET 7410 T~r~R~
0.51 a 6 S S8 PROPOSED OPEN SPACE 5.9 AC
\ ~ 2o,n6 w, 8 \ ~ ~ ~ 0.48 as x 5 w. F REVISIONS: as FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3,5 AC
~ l 6/23/05 W PIN NUMBER 0677.04-91-5010
FF 20,948 aq. tt 20,107 , iG ~ F• EXISTING USE- AGRICULTURE
20,481 aq. it, a'~ aaa 0.48 a a ~ FF 3S 3j~ 0.47 aaee F~ 41,822 eq. fC' ZONING- EXISTING R-30
0,96 acre A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04 ~ )
~ Q' 35,142 ~ ft, ~ 0.81 aaa MINIMUf41 LOT SIZE UNDER R-20 20000SF GRAPHIC SCALE PROP
„ OSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF 38720 SF / LO 1 = 100 SCALE.
05 ~ e \ „ , MIDDLE CREEK TOWNSHIP WAKE COUNTY 1 =100
20,319 p. ft. ~ POND 100 0 100 200
0.47 aaee cv - NORTH CAROLINA DATE: JUNE 4, 2004 DRAWN BY:
F ~ ~ 410,1 ~ JAMES PRESTON VESIER NOTE: ANY DISPENSING OF FLAMMABLE/COMBUSTIBLE LIQUIDS DURING KMR
0.9 ~cra 3S ,ego ~ 8 f zoNING R-3o CONSTRUCTION WOULD REQUIRE A FIRE CODE PERMIT AND
23,729 eq. ft. 26,2 tq, ft. INSPECTION. CONTACT THE FIRE DEPARTMENT INSPECTIONS
0,54 acre 0. aaee 20,274 eq. it 20, i6 I t\Q DATE. DEPARTMENT AT 919-753-1004.
0,47 aaa 20,061 a4 it. a~ 62305 / /
0.48 aaee 20,317 aq, ft. 0.47 Qaa P1~. 0.47 aaee NOTEIW ATERLINES MUST BE CONSTRUCTED
PROJECT N0.
ALLEN & LIND PAGE ZONING HD TD TOWN OF FUQUAY-VARINA STANDARDS 04-211
_ ~
1MF'kuVEMEN I S SHALL BE CLINS I KUC i Ell IN ACCORDANCE WITH THE FOLLOWING
FLOOD HA ARD SOILS LINE PER WAKE PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN ?F FUQUAY-VARINA THE SHEET
CO. PAUL & AVA LED NORFOL pp"" ZONING HD
S T R RAILROA ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD
SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED 1
RALF SMITH NING AND ARE APPLICABLE TO THIS PARTICULAR PROJECT ANY EXCEPTIONS TO THE STANDARD
NC 42 NC 42 NC 42 HD
U SPECIFICATIONS APPLICABLE ARE SHOWN ?N SHEET OF THESE DRAWINGS."
of 6

V w w ~
IMPACT AREA #1 (ROAD WIDENING) CULATIONS ACT AREA CAL IMP ~
NEUSE BUFFER IMPACTS. IMPACT AREA #2 (SUBDIVISION ENTRANCE) ~ ~
ZONE 1~ 2,242 SF (ALL PERMANENT) NEUSE BUFFER IMPACTS ~ h
ZONE 2~ 1,480 SF (ALL PERMANENT) ZONE 1~ 1537 SF (ALL PERMANENT) A W ~
TOTALS 3,722 SF ' ZONE 2~ 1,533 SF (ALL PERMANENT) NEUSE BUFFER IMPACTS W ~
TOTALS 3,070 SF STREAM IMPACTS W O N ZONE 1 IMPACTS i, i
PERMANENTS 29 LF STREAM IMPACTS 2,242 SF + 1,573 SF + 3,923 SF + 298 = 8,036 SF ~
TOTALS 29,0 LF PERMANENTS 14 LF ZONE 2 IMPACTS _ ~
TOTAL; 14,0 LF 1,480 SF + 1,533 SF + 2,116 SF + 451 5,580 SF
WETLAND IMPACTS TOTAL NEUSE RIVER BUFFER IMPACTS ~
PERMANENTS 357 SF TOTA s 357 SF o(t v.oo$ Acres ~ 8,036 SF + 5,580 SF = 13,616 SF ~ ~ ~ Q N \ \
I p ~ N
/ / » / / ~ ~ ~ STREAM IMPACTS
~ 48 CM P / ~ i / ~ ' PERMANENT STREAM IMPACTS ~
29 LF + 14 LF + 26 LF= 69 LF ~ ~
~ _ / _ ~ ~ ~ ~ ~ TEMPORARY STREAM IMPACTS ~ U U
~ 36 LF ~ ~ ~ ~ ~
~ ~ ~ I ~ ~ ! ~ STREAM IMPACTS ~ ~ o TOTAL
~ _ / k I ~ 69 LF + 36 LF= 105 LF ~ a a a
o I ~ U 8 Z Z Z
~ 8 CMP N ~ CTS W W WETLAND IMPA o W Z a a~ a
P ~ ~ qV ~ Q o00 ~ ~ PERMANENT WETLAND IMPACTS o B ~ ~ ~
o 357 SF + 3,317 SF + 11,948 SF= 15,622 SF C7riG 0359 AcY~~ ~ ~ ~
~ TEMPORARY WETLAND IMPACTS ~ ~ ~
~ 429 SF + 3,922 SF= 4,351 SF OfL o•iuu /~cv~5 ~ ~ N M
a ~ \ TOTAL WETLAND IMPACTS
i ° ~ 48 CMF ° ~ v ~ 15,622 SF + 4,351 SF = 19,973 SF OZ O.N ~ g Acres
i ~ 1 1 1 I o i ~
~ ~ ~ 0 0 ~ ~ ` \ ~ j w o o ~ ~ ) ~i
w ~ / A ~ ~ i ~ \
/ ~ 1 v ~ v \
~ k ~ ~ - ~ ~ ~ ~ _ \ - ~ ~ ti
/ ~ / 3 ~ ~ ~ o ~V A ~ / / ° ~ 0 / R ~
/ ~ i o o ~ CO w ~ I~0 o / / - J 30 W o D rY,
~Q ~ ~ \ w 1 ! / ~ ONE ° O
w w TURB Q o s / / ~I ~ I' 1 ~ \ ~ ti ~ ~ 50 NEU
N / ~ \ SEC ~ 20'~a \ O ~ RIVER BU F~ER ~ ~
i ~ ~c 2 - l ~ / w ~ , w pNE ~ ~ ~
Z 1 i ~ Z ~ / ~ ~ \ ~ w w w w ~ .i \ ~ ~ ~ ~ r~osr~sr~~w,r~+~ ~
l / ~ I ~ 1 ~ w w ~w \ I ~ ~ ~ O
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w w I I r \ ~ o / RIB BUF~~ER i / o ~ C~ / ~
w w ~ ~ ~ I ~ w, 1v ~ ~ ~ i i d ~ z ~ ~ \ ~
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I 1 ~ ~ w w w / I Z ~
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~ ~ ` ~ \ - w w w w ~ ~ 1 ~
1 "=50'
1 "=50' IMPACT AREA #4
NEUSE BUFFER IMPACTS;
ZONE 1; 4,221 SF (3,923 PERMANENT; 298 TEMPORE '98 TEMPORARY)
ZONE 2~ 2,567 SF (2,116 PERMANENT; 451 TEMPORA ~51 TEMPERARY) N W U ~
TOTALS 6,788 SF K ~
NNW
STREAM IMPACTS PERMANENT; 26 LF ~ •O S F~a
TEMPORARY. 36 LF
TOTALS 62,0 LF O VOA r ~ N
IMPACT AREA #3 ZmU ~NZ
WETLAND IMPACTS WETLAND IMPACTS ~C?~S ~ Oar
PERMANENTi 11,948 SF 02 O•Z~N Acrrs PERMANENTS 3,317 SF ot~ o.v~G racres J Lt1 ~c?CS ~ w°a
TEMPORARY; 3,922 SF 02 0.090 Acres TEMPORARY 429 SF pQ p, p i o Ades ~i o~c~ Acvcs
cr~s TOTAL 15,870 SF 0~2 O.3bN Acvcs TOTALS 3,746 SF ofL D~OBa A c~
ZO ~ z i (O tJ J
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/ ~ A W W W W I W / I ~ V ~ I W W W W w J / ,x , ) ~ ~ w 1 OWNER /DEVELOPER ~ ' • ~ ~
I~ 14 4\ W W W Wy J ~ , - ~ 9 ~ W y~ ~ ~O ~ ' ~ W ~ d, HOLLAND ROAD INC. ~ ~ 0)
- i W IW 76 / / ~ ~ i 1027 HWY 70 W. STE 106 ~ ~ ,
45 ~ \WW~W ~ ~ GARNER NC 27529 ~ O' O i ~ ~
~ ~ ~ v I ~ / ~ ~ W W /r ~ ~
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SITE DATA:
\ I \ W W / / ~ / 1' PoNO TOTAL AREA 79.23AC
1 / / ` / PROPOSED USE RESIDENTIAL SUBDIVISION y ~ ~
% / \ r C 1 ` I \ W W W / ~ ~ ~ \ /l/~ / ~ ` W I 1 ( / / \ TOTAL NUMBER OF PROPOSED LOTS 90
3g, 11 ~ ~ 43 ~ y y LINEAR FEET OF STREET 7410
- / / 1 ` W y W (W /i ~ ~ / / ' I ` ~ ~ ~ I ~ \ PROPOSED OPEN SPACE 5.9 AC ~ ~ FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
4 I I ~ 13 ~ 41 ~ ` PIN NUMBER 0677.04-91-5010
/ ~ ~ \ R~ I i ~ EXISTING USE- AGRICULTURE
I R I ~ RN / ~ t ~ ZONING- EXISTING R-30
l ~ ~ ~ ~E I tt A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04 ~ ~ )
- - - ~ ~ I, _ ~,0~, i~ 1 I I, ~ / . _ . _ _ ¢ AIINIIt,II IAA I nT cnr I rnmro o_~n ~nnnnc~
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PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF
c _ _----1 - / 100 0 50 100 200 400 38720 SF LOT. U
MIDDLE CREEK TOWNSHIP WAKE COUNTY
A1LhOAD``,------------- NORFOLK & SOUTHERN NORTH CAROLINA DATE: JUNE 4, 2004 ( IN FEET ) w
1 inch = 100 ft. a
z w

EXISTING 8° GATE VALVE 0~ 0
~xISTINC B" WATER LINE ~C ,~O F,~ ROAD WIDENING IMPROVEMENTS IMPROVEMENTS WILL CONSIST OF ]/2
IvE NCDOT PUBL IFS LOT 4 E>clsT C RDWLAND POND s~ RowLAND POND sueDl~nsloN OF A 45' B-B STREET WITH CURB AN GUTTER
8" GATE EXISTIN q~ BoM 2aD3 Pc 1871,1B7z1e73 J•'~L FACE S' ADDITINNAL RO SR ~ vALVE m " " . BOMBa~g~9 7 ft. 1 ~ DEDICATION, o x z NN R. CAWS WITH A 5 ' SI?EWALK, FOR THE F FRONTAGE OF THE PRO CT. ONING R-30 PER THE TOWN GF FUDUAY-VARI A, , /
CHARLES TURNER ,S3 e ~ . . . ti & DIANE REVELS ~2 p Z 4.. F) ~ 0. 4D[I1~IA AM • c 1
qNO ~ ~ p .,..,.......,,.....................,..G....... ZONING R-30 R m E Level S rea er ~ ANN R. CALLIB 10 1Y.5 6.5 S' i Z .ee ZONING R-30 ~
~ LOT 5 , . , ' d ~ . . ......e a' ~ NOTE: 1HE 12° WATER LINE ON DWIGHT R WEAN rawuxo raw 0~ easnna X 46 37 ft ~S F , , (Q , , , , , , , , , ROAD MUST BE INSTALLED W1TH A IN. ~ wewesw ~ ~ PROPOSED RECOMBINATION A ' NPR R W 1. Oaa S~0 Pti " ' " " " " " " " " " ' ~ ' " ~ ' ' " " " " " COVER OF 3'. WHERE THE WATER NE Ae~u~xr seenoN ACA e r FLOOD HAZARD SOILS t.NE PER WAKE CO. 0
~ - ~ • • ~ • • • NEN UNE ~ ~ CROSS STORM DRAINAGE, IT SHOULD BE J ~ Z . . . G~ OILS • , ~ e ) ~ ~ • • 4 ENDS OF THE CULVERTS. pOP THOROUGHFAR 5 T G r\
NS Ufq SITE f mW , , • . 0 A A T AROUND aqa N W ~ , . cores , I 8~ N~ sidewalk .OUT•J29.1e ~ KENN TH ~ BARBARA OHNSON S~~
m ~ • ~ 5' sidewalk NC 4t ' ~ 2 0 ~ In 58,2 aq, ft. `7 Y W 1.34 acres . ZONNC R-30 1
A ~ ' 28,782 eq. ft. ~ • 22,291 eq. ft, 7 025 , z fl 25 , ft. Eb NO ~M
~ ' ' ' • ' ' 0,88 aoree 0.51 scree 0.85 ~ 5 h1 b p{y,glT CA.~-ka ~ 'BNG IN
a r- y"y Y SINPSON @ DEB A CURR i 6,5 j ZONING R-JO ~
3 0 22 883 e , FE= 6.5 , • 20,152 e cy ~
lNITY MAP -NOT TO SCALE m ease BLOw oFF 0.52 case ROWLAND POND SUBDIVISION , , LY 1 Z BOM 2003 PG 1871,1872,1873 . ,,~~1~5' ' ' 9' ASSEMB ~ 34,977 8 . 1t, F Y ~ •1 ~ ~ Fkis Q. TIhC KENNETH k BARBARA JOHN ~ `~~~i+
u~i pRtiC' ' G~ 0.80 a rea ~,B ss gLY rv 6 ~ ZONNG R 30 ~~~N ~~~1 3eA w. ft. ~ o
x EXISTING 6° o'~ , , v° ~ w . BLOW OFF , ' 7 ~ .A3 oaee 1 I R/ Q 0 N CA ~ RO ~ r R~ Q p~.• , . ~ ,
ASSEMBLY " " " " " " ' r R 30. ~ PR /w o Ic 5 , S ~ Z of dti'•ti
s~` OPER TY LI A npN z1,112 aq. fi, 32,430 eq. a~ ~ ~ ~ DONALD R LEE ~ ~ ~ i rn i f • ,~~n •
p1L 0,48 cans 0,74 aoree 4, F ONIN - • A Z G R 30 vJ I • ~V FFE 36 ~ , - ; ~ •5 ~ 023728 =
R~ ~ 1~987Fe~q.' .36.5 OP~ h 0.73 case ~ ~ 0 ~ ~ .
Q~ z . ' o _ . y ~ N _ • e.
~ , , , ~ N , o: 0 ~ ~ ,~5 . , ' 20,049 q. ft, ~ ~h AKE ~ ~ I n ~ ~ OOD HAZARD SOILS LINE PER W 111 11
. " . 0.48 ogee ~ ~ ~ p~GHT ~ /sums+~ . ~ A o 11' WLANp ROq 0
, 29 509 N ~ fl ~ ~ I p N / r ~ U
' 0,85 ass ~ 29,342 , ft, W ~1~ X37.5 30,825 eq. ft. o.n scree N Z
~ ~ ° / ~ o a ~ %
o . ~ HOLLAND ROAD INC. I v I- N ~ FFE=337.5 / ~ ~ I
tl - / BOM 2003 PC 1871,1872,1873 20,051 eq. ft. ROLL D ROAD INC. BOM 2 03 PG 1871,1872,1873 ~ TRACT °B" ~6~ 15.46 sore ~~o79ccgree C- 2~ e , ft, - 5L140'~ + - JERRY k GLENDA FULLER 1.17 0 - c ZONING R-JO
TRACT ~ - 1.46AC Q' ~ QQ y 1` h 0.83 acf lzac ~ ~ Q ~ °a 0
~o ~T ~ i J ~ ~ ~ ` ~ FL00 H ARD SOILS LINE PER A ~Y F ~ a ~
~ N y ~ 7 ~ 9 ~ ~ Fv .3
r HAZARD SOILS LINE PER WAKE COUNTY ~ ~ ~ ~ 20,085 e , ft. ~ g ~ A ~ ~ 20'-0' PAVEMENT
o q ~ 2 ,810 aq. fl 0 0,46 aces 0.62 acre ~ ~ < - 22,40D eq. K. U o.5t a«a ~ \ Z ~ ~ _
2A,862 eq. ft. ` • 27,608 0.59 saes ~ o ~ 0.63 ocr FF ~ ~ F ~ 9f 1/4'FT /4'FT
Q 3g , ; m J' ~ s~ ~pA T W p
~f V i ' ~ ~ ~ 8' ABC 1-1/2' I-2 U N s
28 481 e . ft. ~ 203,051 ~q.`1( a ~ ~ ~ 0,61 aaas ~ ~ 1,68 oaaa s > w ~ W ~ V- O ISt eq.`t(
ry ~ 0.47 oaa 2,041 s . ft. ~ ~ 1 e acres _ 1.5' MIN. DITCH DEPTH W ~ I - N
o~ ~ ~ 0,57 acres ~ ~ F~ ~ L ~ ~ 54,371 e tt. \ ~
a ~ ~ , ~ ~ 1.25 a`.IOi ~ p Z E 3 R TYPICAL STREET SECT _o 44 ION N
~ 28, 23 eq. ft. j 0 61 acres ~ r 22,871 eq. ft. FF ~ P ~ 1,78T eq. ft. (A J r 6,73 area ~ O N
OSSIBLE TURE ~ os3 scree a3 L>'S ~ G_ ~ Q
20004 eq, ft. ry 46 0.46 acres ELL SI Zm Z
IF THIS SITE DOES J ~ , PRODUCE WATER, THEN Dc~s 0 niER, THe" ~ U W w
H R A _ a) pe I _ OLLAND 0 INC ~ U i REDIS UTED 8A X70, BOM 2003 P 187 ,18721873. PRDPOSED E BINATION ~ ~ ~ 24,609 a tt, w ! THE DTs ~ • a T:D BA X70, •M ~ Q Z r w0 M
TRACT "C" v 8AC ~ ~e 19,666 ft, , q Y eq• 0.58 aoree 1.08AC /~Q ~ ~ 0,45 aoree ~ ~ Q 1 R DIUS . ~ \ ~ 1- V LL.t f Q _ CURRENT LAND OWNER o ~
~ ((1 C7 L ~ r Cx Q POSSBILE WELL LOT 1 ` ~ ~ ~ WELL LOT ~,1
41 \ B R Ng d' ~ r~" ReD F W ~ ~ o ~ , 2o,na eq, ft. I F~ ~ ~ 3s,A3s . ft. RANSDELL TESTAMENTARY CLT o_ ' `t 0.85 sea PO BOX 366
°w off. ~ ~ 0,18 aoree i `34~ - ~ I a , Q G~ w ~ \ - w 3 Ass.q. ~ FUQUAY VARINA, NC 27526 ~
~ i S OPERTY LINE _ 0 20,7 eq. ft. ~ 0.78 aaa / LJ p
P P TY 1NE m > ~ ~ .48 ones o NSF _ ~ ~ Q
J C ROWLAND FARMS LLC J IN R-3o Haas xwss sou u,e ra Kue wunr Q m 31',484 eq. (t. ? ~ ~ ' o Q DEVELOPER
Q a k R 0.72 acroa o c ~ J FD ~B ~ 2 _ j~ HOLLAND ROAD INC.
i xa i ~F . s ,7 ~ i d ~ xs 34 1027 HWY 70 W. STE 106 21,832 eq. n.
Cv ~ J ti o ~ as fc oa 20 n1 . fl aso scree ~ GARNER NC 7 ~ 2 529
Q ~ 0.48 a~aa 0. oaa 1 ~ ~ k~ -v~,242 aq, ft ~ ~ 1,242 a4 ft.
8 ~~q. ft, ' 'rl". acre R~L N <F ~ C~47 aoree fr1018 a ~ `~2S G . TRA . J ~ F c II r*1°''s ~ MINIMUM BUILDING SETBACKS W
Q 2a,7o5 aq. ft. , . ~ CK `f~,`' 0.48 oaaa ~A G ~ ` h ~ W ~ W FRONT YARD ~5'
m t ~ 2 W I REAR YARD 30' ~ ~ • ~ 2e,2Ae eq. tt. ~ oso acres SIDE YARD 15' CORNER LOT SIDE YARD 25'
i ~ _ ~ ~ 8'GV 20.171 eq, ~ . AC`s ~ ~ ~ ,
0 0.46 oaa ! F~ ~ ,,_i~ R4'4~~ ~ NOTE. ALL PROPERTY LINES HAVE A 10 Q+ L ~ _ .
~D,30 eq rt. S3 ~ 0,47 acres 21,010 . ft. m Z0 NGRR";o L SEWER EASEMENT FOR THE POSSIBILITY ~ FF
w N 'LAND a, 0.48 aaas A ~ 9 it i F~ o OF ANY FUTURE SEWER EXTENSIONS.
3 2 330 W, ft. 1.99 ~ 1t1"~'' ~ ~ ~ 47 saes cry '.~y A~ i 4 Q ~ O S THIS GIVES A 20 EASEMENT BETWEEN ALL
~ 1,385 eq. ft. ''WETLAND 4 / .48 oaaa ~ 28,012 s . ft. ~4, 20,17} sq. ft. ~ ~ ~ ~ q ~ 3S 0 . ft, O ' Z d°~o ae ~ ~ NOT ~ LOTS AND A 10 PERIMETER EASEMENT, ~
J 0, scree i 0.80 acroa ' O ~ ~ , x T a E, U
ya / 1 TOPOGRAPHIC INFORMATION FROM WAKE COUNTY f W 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS. H m 3 EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM. PERMITTED By Dw0 Z
F 0.p ~ "`~v- 23, , ft. ' 'a ~ ~ / w I~ m 4 EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEM. PERMITTED Br wAKE couNrr. Q
0. N He ~g 2D,3o2.q. n. °J e ~ 0.47 aoree 53 ~ m • ~ ~ 5 WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. m ' ~ ° Z 6 PROVIDE 20' DRAINAGE EASEMENTS AT 0
Z' , - N `S I- U ^ 20,284 eq. tt. V /`F N JADES BULLOCK W 7 THE HOMEOWNERS ASSOCIATION WILL BE RES OOR 4 ACRES. r ° F~ zoNwc R-3o S BLE FOR MAINTENANCE OF OPEN SPACE. ~ I Y
0,47 aoree 20,581 eq. ft. ^tl~ \ , ~ Q G' 21,780 eq, it 0.47 ogee ry 53.y4 F~ 8 NO DIRECT ACCESS TO SR 2753 FOR LOTS 67, 86. 53,3' 9 THE EXISTING PONDS APPEAR TO BE IN EXCELENT CONDITION. ANY PROPOSED IMPROVEMENTS
0.50 oaaa F `v ~ ~ 1.22 b F~ ~ , 55 I t,Y4 , gt, ~ TO THE PONDS WILL BE PROPOSED BY THE FLOOD STUDY ENGINEER. W
SS ~ S ~ ~ o a ~ ~ 10) ALL PROPERTY LINES WILL HAVE A 20' TOWN OF FUQUAY-VARINA UTILITY EASEMENT CENTERE \ 3 ON THE PROPERTY LINES. F-- o `s3 ~ 11) BOUNDARY INFORMATION TAKEN FROM A SURVEY BY ASHWORTH LAND SURVEYING.
1 m 4GEN SPACE Wk1tAND NON-WETLAND R p , 253,303 RonD MusT BE INSTALLED vnrn A ~ 12 ALL ELECTRICAL LINES SHALL BE BURIED.
~m~ 4,82 a, GDVSR of 3', "WHERE THE wAtERil ~ N 13 BUILDING SETBACKS WILL FOLLOW THE TOWN STANDARD. 35' FRONT, 15' SIDE, 30' REAR. m ~ 14) ALL OPEN SPACE IS SUBJECT TO A 20' SANITARY SEWER EASEMENT WHERE THE TOWN SEES F
20,178 . ft, F (70. CROSS STORM DRAINAGE IT SHOVED B eq 22,603 , ft 1 w I INSTAUEQlN AN EASEMENT AROUND. rH 0.48 oaa 0.52 see Z 3 ~ ~ No oF' v Rr \ ' ~ Q ~ I (1J 15) THE EXISTING WATER SYSTEM LOCATED IN ROWLAND POND WILL BE CONNECTED TO WITH AN ~ , sIDN~r caws
!1 Q S(' ~m E S THE GUL E s ~ 20,183 eq. ft. J 2 ,009 eq. ft~ zoNIN' R-3o ONE GALLON PER MINUTE PER HOUSE WATER SOURCE PROVIDED ON THIS SITE. fl
0,48 oaa I ~ .46 aaee`r j 3 a i6) ALL NEUSE BUFFERS ARE BEING FIELD VERIFIED BE DWQ. W m 17 BUILDING SETBACKS WILL FOLLOW FUQUAY-VARINA STANDARDS.
\ ~ I ~ ° 0 1 18 A FLOOD STUDY WILL BE PREFORMED PRIOR TO CONSTRUCTION DRAWING APPROVAL.
WETLAND ' ro 140,765 aq. fi. ' ~ 19) ANY FUTURE APPICATION FOR ANEXATION WOULD REQUIRE THE ROADS TO MEET THE TOWN FUQUAY-VARINA STANDARDS. THIS WOULD REQUIRE FOR AN ADDITIONAL
N .23 aaas J C ROWLA FARMS LLC 20,059 eq. ft, z ~ Q JoNN RACLANO ONE (1) INCH OF ASPHALT RESURFACING. i
R-30 0,48 acres 23,888 e . ft. ~ FF q ZONING R-30 THE OPEN SPACE SHALL BE DEDICATED FOR
scree w 21, w. ft. 3 _ m PROVISION OF ACTIVE AND/OR PASSIVE OUTDOOR
Q 0. aoree II 20485 s . fss > z I 0. 7 oaa ~ ~ 32,787 eq. a ~ I 0.75 as 32,787 . ft~ / RECREATION OPPORTUNITIES FOR THE SUBDIVISION'S
\ FF 0.75 ~ ` ~ RESIDENTS AND THEIR GUESTS
I 6 eq. tt. F. F ~ FFE DANA Pouv EISEMAN SITE DATA: ~ zow"c R-3o
cra 3$ ~ ~ ~S 8 3S TOTAL AREA 79,23AC 8 PROPOSED USE RESID
20,380, eq, ft. 23 5 eq. ft. 8 0,4Tacree 0 acre 20,013 eq. FF ~ ENTIAL SUBDIVISION TOTAL NUMBER OF PROPOSED LOTS 90 p
0,48 oaa ~ ~ Fjt` tt ~ 22,418' q, ~ ~ F~ / LINEAR FEET OF STREET 7410
0.51 acY e 6 1 S S8 PROPOSED OPEN SPACE 5,9 AC
~ 20,178 sq, 8 ~ ~ 0.46 acro x a. ~ REVISIONS: ro FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC ~ 200-
6/23/05 W PIN NUMBER 0677.04-91-5010
FF 2os48 p. tt, 20,107 . ft, F~ EXISTING USE- AGRICULTURE DENR-WATER QUALITY YYETLANDSAND STORt~WATER BRANG':
20,481 eq, ft, 0.48 oaa 0.48 a / ~ FF ~ 35,q 3> 0.47 oaa F~ 41,822 aq, ifl' ZONING- EXISTING R-30
s ~o 3S ` , 0,98 acres (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04)
~ ~ 35,142 ~ fL ^ ~ ` ~ 0.81 oaa MINIMUM LOT SIZE UNDER R-20 20000SF GRAPHIC SCALE PROPOSED DENSITY IS 90 0 „ L TS IN 80 AC OR AN AVERAGE OF 38720 SF / LO SCALE:
`a 1 = 100
~~5 ~ B' ~ MIDDLE CREEK TOWNSHIP 1"=100' WAKE COUNTY ,
20,319 w. n. POND 100 0 100 200
0,47 aoree ° ~ ~ ~F NORTH CAROLINA DATE: JUNE 4, 2004 DRAWN BY:
41,0 1 JA"ES PRESTONVESTER NOTE; ANY DISPENSING OF FLAMMABLE/COMBUSTIBLE LIQUIDS DURING KMR
0 0,9 ocra ~s ~g ~ 8 ~ z°NI"° R-3o CONSTRUCTION WOULD REQUIRE A FIRE CODE PERMIT AND
23,729 eq, ft. 25,2 eq, ft, 0,94 acres 0, oaa i ~ INSPECTION. CONTACT THE FIRE DEPARTMENT INSPECTIONS I
20.274 eq, ft DATE. DEPARTMENT AT 919-753-1004,
0.47 oaa 20,45'1 e4 fl a Q 20.051 eq, ft, 20,317 e . ft. 0.47 ` sea ~ 1~~ 0.46 corer 0.47 ocra ~ P \ ~ 6 23 05 / /
NOTEIWATERLINES MUST BE CONSTRUCTED
PROJECT NO. TD TOWN ~F FUQUAY-VARINA STANDARDS
7L ALLEN & LIND PAGE 20NING HD 04-211
I/TI irn r TA Afll"l fl\ irA erg IT("~ (~I I A I I Tyr- r"~I"1 I!"~T111 In TI-T T1 I n /'~!'~r'1 r-. n , i~r , rrri ~ -r~ ~r rr-~i ~ ~ l-
\ C 11"11-'KLI V tl ItN I J FiHLL tst I. LIIN J I KUI, I tll 1N 1- L, LIKllHNI.L W 1 I H I HL F LJLW W 1NU
PLANS, AND THE STANDARD SPECIFICATIONS ?F THE TOWN ?F FUQUAY-VARINA. THE SHEET
PAUL & AVA LED FLOOD HA ARD SOILS LINE PER WAKE CO ZONING HD NORFOL & S T R RAILROA
ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD
SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED 1
RALF SMITH NC NING HD 42 NC 42 AND ARE APPLICABLE TO THIS PARTICULAR PROJECT, ANY EXCEPTIONS TO THE STANDARD
NC 42 SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET OF THESE DRAWINGS."
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W y SITE DATA:
44 W W W W W i W / TOTAL AREA 79.23AC
1 i WWW ' 1 PROPOSED USE RESIDENTIAL SUBDIVISION +
4 W W W 3 W y W 12 , TOTAL NUMBER OF PROPOSED LOTS ? 90
13 42 i W y ' W W / LINEAR FEET OF STREET 7410 PROPOSED OPEN SPACE 5.9 AC
41 , FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
0 ' OP / 11.R , PIN NUMBER 0677.04-91-5010
RP _ NE , ~ EXISTING USE- AGRICULTURE
ZONING- EXI T SING R-30
_ o~ S~ o , /
N~RFp~Y 0- 100 i~ t„ R~-uivnvu ntwubrUK N-20 WAS SUBMI20000SFTTED 06-18-04)
GRAPHIC SCALE ~ MINIMUM LOT SIZE UNDER R-20 PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF
100 0 w 100 200 100 38720 SF /LOT.
NORFOLK & SOUTHERN RAILROAD z
MIDDLE CREEK TOWNSHIP WAKE COUNTY
( IN FEET ~ NORTH CAROLINA DATE. • N
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NEUSE BUFFER IMPACTS
ZONE 1~ 2,242 SF (ALL PERMANENT) IMPACT AREA #2 (SUBDIVISION ENTRANCE) IMPACT AREA CALCULATIONS
ZONE 2. 1,480 SF (ALL PERMANENT) NEUSE BUFFER IMPACTS ~ ~
TOTAL; 3,722 SF Zt1NE 1~ 1,537 SF (ALL PERMANENT) ~ ~ ~ A
ZONE 2~ 1,533 SF (ALL PERMANENT) STREAM IMPACTS TOTAL; 3,070 SF h W ~
PERMANENT. 29 LF NEUSE BUFFER IMPACTS W ~
T~TAL~ 29,0 LF STREAM IMPACTS ZONE 1 IMPACTS w ~ N
PERMANENT; 14 LF 2 242 SF + 1 573 SF + 3 923 SF + 298 = 8 036 SF ~ ~i ZONE 2 IMPACTS ~ ~ ~
WETLAND IMPACTS T~TAL~ 14,0 LF 1,480 SF + 1,533 SF + 2,116 SF + 451= 5,580 SF ~i
PERMANENTS 357 SF TOTAL NEUSE RIVER BUFFER IMPACTS
T~TAL~ 357 SF 8,036 SF + 5,580 SF = 13,616 SF "
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PERMANENT STREAM IMPACTS ~ ~
29 LF + 14 LF + 26 LF= 69 LF ~ ~ TEMPORARY STREAM IMPACTS o w
36 LF "
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k~ 69 LF + 36 LF= 105 LF ~
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° 357 SF + 3,317 SF + X4$4 SF= 1~6;a-38 SF o ~ ~ ~ TEMPORARY WETLAN PACTS y,351 N ~ ~ $
o ° o „ 1 d~ ~ 429 SF + SF= 4§~(r SF ~ ~ N
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NEUSE BUFFER IMPACTS
ZONE 1~ 4,221 SF (3,923 PERMANENT; 298 TEMPORARY) ARY)
ZONE 2~ 2,567 SF (2,116 PERMANENT; 451 TEMPORARY) ARY)
T~TAL~ 6,788 SF W U ~
STREAM IMPACTS 5 N wm~
PERMANENTS 26 LF ~ N W ~ •O
TEMPORARY 36 LF x ~Na
TOTALS 62,0 LF
IMPACT AREA #3 WETLAND IMPACTS. WETLAND IMPACTS; a~~ V O i~ r ~ N
PERMANENTS 3,317 SF PERMANENTS 1 SF II,g4$ ZmU ~V)Z
TEMPDRARY~ 429 SF TEMPORARY ~3~ SF 3922 a~~ oa
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\ ~ I J\ W W ~ \ ~ PROPOSED USE RESIDENTIAL SUBDIVISION r
/ / ~ 1 \ J I ~ , / ) \ \ i ~I,90/, , I I Y W Y ~,/i i / TOTAL NUMBER OF PROPOSED LOTS 90
_ 43 1r , , LINEAR FEET OF STREET 7410
~ ~ ~ I i W Y IW r ~ 12 ~ I W ~ ~ PROPOSED OPEN SPACE 5.9 AC
4 / 13 ~ , 41 ~ ~ I 1 FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC 1 ~ I ~ PIN NUMBER 0677.04-91-5010
/ ' ~ / / R~ ~ I I I ~ EXISTING USE- AGRICULTURE
R = ZONING- EXISTING R-30
~ ~ r NE i ~ ~ (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04 I , ~
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ti PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF 1 100 o SO 100 2W 4W 38720 SF / LOT.
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- MIDDLE CREEK TOWNSHIP WAKE COUNTY
NORFOLK & ( SOU~NERN~A r NORTH CAROLINA DATE: JUNE 4, 2004 W
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G 8" DAIS VALVE ~ I 0~ 0 EX15TN %ISTING 8" WATER LINE C RII W I 1ry0 Ffq ' ROAD WIDENING IMPROVEMENTS I I ii ~ / , IMPROVEMENTS WILL CONSIST OF 1/2 OF` , I I
E PUB~~ / .p ' ~ ND NE NCDOT ~ Lor 4 ND PO 1 Fs~~ RowLAND POND sueDlwsloN 5' ADDITIONAL RN OF A 45' B-B STREET WITH CURB AN 'GUTTER ~ I
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ij W( ¢e- Z 255 ~ ~ ZONING R-3D qNO i~'n ~ VdE LEVE r~ ~ NOTE: 1HE 2" R LINE ON DWIGHT R D ~ Pq ~ EXISIINC ANN R. CALLIS ~ 12.5 6.5 S' 1 1 ~ ~ ~MENT ~ .YS ZONING R-3D /
eusn"° RQ ~X LOT 5 I n ~~,5 p 70'e( ROAD NUST BE MSTALLED WITH A WIN. COVER OF 3', WHERE THE WATER LINE ~ ~°~Hy'~P0N0 N PROPOSED RECOMBINATION ~ jp11P W 7~ 20 ~ / PAOENENi SECTION PEA N T I WAKE CO. FLOOD HAZARD SOILS LINE PER r ! ~ p,O ~J
tix ~ ~ 8 ~~t UNE h0 CR055 STORW DRAINAGE, IT SHOULDI BE h m ~ Cp11 p1L5 INSTALIfD N AN EASEMENT AROUND J r (J Z N 5 0 ~ ENDS OF THE CULVERTS. ~R THDROUGHFAR T ~ I i ~ ~G
~R SITE ,,~LJ ~ y fro NV.DUT~J29.16 ~ KENN TH k BARBARA OHNSON ! I 5' sidewalk , ~
AeR04a ry W ~ z 88 3 429SF W ~ 5' sidewalk NC z F~ m ( ~ 26 N 2 4[ ~ g ~ ~ 9~ ~ zDN~c R-3o i
~ ~ w m ~ 072SF 34500SF ~ ~ > 35600SF ~ ~ 404 2SF ~ 90 ~ /
Z ~ ~ ~ w 61 ~ ~ ~ ' 404 2SF o~-ea~ urv.ou~ _ / ~ mlc w
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BOM 2003 PG 1871,1872,1673 ,Q ~ 27 8• ASS' ~ W 2212DSF Z 5~ of / GV 55 ~ LY % Q' 1 r~NC ~ ZONNG R&30ARBARA JOHN N ~ ,,/N{1111111111] ~ w ' 6 ~ ~ ~ f a ~ o ~ 1~ CAR R 0 ~ I o ~ ~
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1 ~ r Q 40 OOSF ASSEMBLY ~ 9.9:1 TD ; o`er S~ ~ ~ :4~ ~ y 566605 ~
~ R 3 /W p ' ~ ~ ~ ' SEAL 0 ~ DONALD R LEE ~ ~ ~ ~ ~ ~ ~ L ~ ' ZONING R-30 ~ i ~ •
sa`~'S PROPERTY LI ~ ~aAT~oN ~ ~ ~ 59 ~tio 28 ~ ~ p L ~ 34600SF\~ , n ~ FFE=336.5 FFE 36.5 ~ ~ / ~ 023728 ; ~ , ~
R~~ ~ , 18 SF ~ " ° 4470©SF `v I , l ~ . 2 '
P~ z o y "i ,,d~ J ~ ~ N ~ Co y g~. e~ , e • M 0 ~ ~ ~ z~ ~ / o n ,R eelQ~~
SOILS LINE PER WAKE~O. ~ I~Ngt{ {{t{e + ~ OOD HAZARD 11 N o FL ~ OWIGHT ~ ~
~ ~ m ~ 29 ~ / ~ ~ 29800SF 1 ~'i , OWLAND ~ ~ A ~ ROAD ~
. i m 2ooosF ~ ~ I ~ ~ D JJ ~ ~ /
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~ HOLLAND ROAD INC ~30 , a• , BOM 2003 PG 18711872167 165 C~ F HOLLAND ROAD INC. ~ G U/ LJ F[. ZONING R-39 I ~ I ~ \ ~
BOM 2003 PG 1871,1872,1873 ~ TRACT °B" Q' l~ `Q ,46A 2oooosF 23 ~ 3 TRACT '^p" C h ~ Q h 4DI 1 ~X [ H ARD SOILS LINE PER AI¢~
12AC 1 46868SF a ; ~ J z~ ~ 6 ~ ~ ~ Fl.0 ~ ~ ~ i i I ~ 1 I
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~ ~.J ~ T R . ~ yP 328QOSF ~I ~ HAZARD SOILS LINEI PER WAKE COUNTY J a ~ F \ 20'-0' PAVEMENT 1 FF, ~ ~ ~
v 0 31 ~ s / , s ~ 6 ~ m 3A m ,8ti ~ ~r ? 0 6 9 1 ~9 1/4'FT
~ ~ ~ ~ ~ ~ 2oooosF w s ~ o F F 7-2250SF ~ ~ j ~ ~ 1/4'FT I ~ ~ l $s ~ ~ ~Dq ' ~T W O
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I F~ ~ ~ 20000SF Li'~ ~3 ~ Q 22 M 54 I ~ 'rl ~ ~ ~ • ~ Z Q ~ ' -,1 ~ FFE_ TYPICAL STREET SECTIEN _a N
m ~ i~ ~ ~ ~ 4 c / 33600~F ~ ~ i 344 j / ~'CA i I- ~ ~ 11 ~ J
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~ ~ 33 I ~ 2looosF o~' s ~ ELL SI o . . ~ ~ q THIS ~ Dass-.Nor O ~ I THIS DOE3-tJOL. / ~ 260 U ~
ry ij ~ 20000SF ~ ooucE TER, THEN ODUCE TER, THEN ~ ~ j W IS BED ' ~ ~
t0 ~ I] ~~0 ~ I REDI BACJC~1 HOLLAND ROA INC ~ ~ 1g p 150 ~ 53 ~ ~,~p~ BOM 2003 P 187,1 67 211 8 7 3. PROPQSED EdOMBINATION~ ~ 8AC ~ S f1f ~ ~ I ~ / 4- REDI BACK T0~ - mla, 'N; , A ~ , ~ Q ~ THE ,COTS ~0 Rio rv I Z ~ Q ~ In ro ~ ~ i~ I W ~
TRACr "c° ~ ~ ~ ~ 21 ~ 5380DSF 3 ~ 1.OBAC ~ 'I ~ ~ /m ~ ~ ~i~ ~ ~ ' ~ CURRENT LAND OWNER I o h I
?V / W ~ ~ ~ 200005 ~ e ~osselLE wal LOT way aT / ~ ~ ~ RANSDELL TESTAMENTARY CLT ~ ~ I 84 0 / ~ - ;
~ ~ oo F. , o I ~ ~ 66 ~ 36o953F ~ ~ ~ PO BOX 366 I ~ ~ w ~ w 71 / i ~ FUQUAY-VARINA, NC 27526 I
o ~ l ~ ~ ! 34 °W a ~ . ~ 1 Q 8 - .O~ ~ , I 6 ~ ~ 53125Sf 53125SF~ ~ i, W ~
~ a ~ ~ I~' \ 20000S s 1+O OPERTY LINE ~ - ; O m° _ ass ~ + 1 ,0 359425 $ I ~ N Q
P~ P TY INE ~ / ~ r ~ l~ T3 1 , ~ , I ~O Q
R C ROWLAND FARMS LLC ~ RaaD XIIMD aces IaE 1Gt IPIIE CCIIMIY I Cr b lu _ T. v.~ Q~ 4 N ~ DEVELOPER ~ HOLLAND ROAD INC.
~ I Rf0 ' ~0 b ~ ~ i ~ ~ t ' x a59oosF ~iF ~ ~ ~ ~ ~i ~ ~ , h 7~ 1027 H WY 70 W. STE 106 83 ~ r
' ~ 8 % ~ ° e I 3~ 73 ~ \ ~ ~ ' i GARNER, NC 27529 ~ 3 'i 22948SF , `s ~ ~ I
w J ~ ~ I Boa:...: q~\ ~ 25000SF 20f IOSF 20000SF I ~ I
o ~ 2 ~20 - ~ a ' 2oooasF ~ RT6d E r~ a ~ / I I MINIMUM BUILDING SETBACKS I I
8 ~ ~ N~ . , ~ `rF i ~ oooosF 34 _ t~q J o/ ~ - FRONT YARD 35 I
~r1c ~ 1 G - i 20000SF ~ ~ + a 115 b t ~ ~ ~ ~ ~ 27490Sr ' ~ d+ :..~ti ~ i REAR YARD 30 ~ I I
8 ~ 115 ~ 6"GV ti 1 , 2~ I 1•~,, ~ ~ ~ ~ ~ SIDE YARD 15 CORNER LOT SIDE YARD 25 I
' I ~ I g~ ~ ~ NOTE. ALL PROPERTY LINES HAVE A 10 S- x ~
3 ; 1+a , Co ~ O ~ oS L~ - ~ JAMESRANSD SEWER EASEMENT FOR THE POSSIBILITY I 34640SF zowNC R-3D I
~ $ ry$ S y m ~ oo'osF ~ ~ 1 9 0 50 ,.le . o F I F q o i OF ANY FUTURE SEWER EXTENSIONS.
zao ~ ` 5;1 nO ?oo0asf ` ~a . N F. ~ ~ I I ~ 3S ~ Q ~ THIS GIVES A 20 EASEMENT BETWEEN ALL I
s ; 20500SF 9~ g~v.~' $ c~J' 35 i 0266SF I~°. , , ~ ICI I • ~ LOTS AND A 10 PERIMETER EASEMENT. I ~
a~` ~ ~ ~OOOOSF ~ ~ ` r~_ 1 4 1u ~ ~ I NOTE. ~ ~ I ~ I~ ro J
74 ~ ~ H I 1~-_ _ ! . ~ 70200SF T rn 1 TOPOGRAPHIC INFORMATION FROM WAKE COUNTY • + I I-1 A Ip ~ yl I ~ 0 ~ (IO 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS, ~ ~ i
20000SF ~ ~ ~ g 1 oO yo 8 1 , I FF ~ a I 3 EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM. PERMITTED BY D 0 Q i ~ ~ L~ ~ . a N W \ m 8 ~ I 4 EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEM. PERMITTED BY wANE COUNTY. Q i mm I
~O i ! NN N ~ 5712 F ( WAK COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. W o ~ I 5 E ~
e ~i 1 8 / $ 11~ . P D ~ L'N ' - uN U I m • ~1 6 PROVIDE 20' DRAINAGE EASEMENTS AT 4 LOTS OR 4 ACRES. "'IN JAMES BULLOCK I ~ o WI 7 THE HOMEOWNERS AS50CIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. ' /~n p j ZONING R-30
~ ~ 20000SF ~ \ 'q, " ~ 5 0 4 - C O 64 50SF h Y 8 NO DIRECT ACCESS TO SR 2753 FOR LOTS 67, S6. Q3 x f ` 9 THE EXISTING PONDS APPEAR TO BE IN EXCELENT CONDITION. ANY PROPOSED IMPROVEMENTS I
~ 36 - ~ ~ ~ S N TO THE PONDS WILL BE PROPOSED BY THE FLOOD STUDY ENGINEER. V„I 3 a 10 ALL PROPERTY LINES WILL HAVE A 20' TOWN OF FU UAY-VARINA UTILITY EASEMENT CENTERE I (
~ l ~F 2oooosF 2D000SF w I F~ ~ ~ s 2oooosd a i 3 ~ \ { 33^ ON THE PROPERTY LINES.
I S i ~ i ~ ~ 1 185 ~ Ttri ~ ~ 11 BOUNDARY INFORMATION TAKEN FROM A SURVEY BY ASHWORTH LAND SURVEYING. ~ s~. 3 ~ ) I r 12 ALL ELECTRICAL LINES SHALL BE BURIED.
~ F~I ~ % RO W 8E INST WI1N- 'i N 13 BUILDING SETBACKS WILL FOLLOW THE TOWN STANDARD. 35' FRONT 15' SIDE, 30' REAR. O^ i I 14 ALL OPEN SPACE IS SUBJECT TO A 20' SANITARY SEWER EASEMENT WHERE THE TOWN SEES F
:.COVER OF 3~. WHERE THE WATEREINEi. ~ ~ ~ ~ ~ ca7ass s7ORN nRaNACE, Irs~uO ~ 1 6 1 7 W > 1NSTALLE9 N AN EASEMENT AROINVD 1HE, H ~ ~ i 15 THE EXISTING WATER SYSTEM LOCATED IN ROWLAND POND WILL BE CONNECTED TQ WITH AN
r~ Q 3S ENDS OF...THE CULVERTS 205 SF ~ I 6 ~ $ SIDNHY CALLIS ~ ) ~ ~ zoNIN R-30 ONE GALLON PER MINUTE PER HOUSE WATER SOURCE PROVIDED ON THIS SITE. ( ~ w
ODOSF 48 a 37 I N V / f ~ i 16) ALL NEUSE BUFFERS ARE BEING FIELD VERIFIED BE DWO. I m 1 i ~ 17) BUILDING SETBACKS WILL FOLLOW FUQUAY-VARINA STANDARDS.~,~
~ ~ 20000SF I 2DDDDSF ~ o I ~ ~ ~ LBO ~ I I Q ' ~ 18) A FLOOD STUDY WILL BE PREFORMED PRIOR TO CONSTRUCTION DRAWING APPROVAL. 0 1 1
~ ~ 188 II it ~ ~ ~ 0) I i 19 ANY FUTURE APPICATION FOR ANEXATION WOULD REQUIRE THE ROADS TO MEET I i ~ aoo 1 i ) I ' I I THE TOWN FUQUAY-VARINA STANDARDS. THIS WOULD REQUIRE FOR AN ADDITIONAL Q
J 0 1 ~ ~ I + / ~ 157 1 ; ' i ~ ~ ~ ONE (1) INCH OF ASPHALT. RESURFACING. I I j JOHN RACLAND
N,F \ ~ 7 ~ W \ ' ~ J C ROWLAtJD FARMS LLC ~ ~ Z - ' ~ ~ ~ ZONING R-30
R-30 ~ ~ F J F - ~ 2050DS I ~ 3 g 1 ~ F, 6 W o ~ 1 3 - ~ TH OPEN SPACE SHALL BE DEDICATED FOR I~~ I ~ ~ E ~ PROVISION OF ACTIVE AND OR PASSIVE OUTDOOR
~ ~ ~ / ~ ~ 56 ~ ~ II 7 ~ 78 RECREATION OPPORTUNITIE FOR THE SUBDIVISIONS j
~ ~I I ~ 200o F i 2booosF i / ' a ~ OOOSF 7 ~ ~ RESIDENTS AND THEIR GUESTS I ~ 32535SF I
~ I ~ ~ 1ae 29475 3s I F I 1gO ~ ~ e0 / ~ ~ FF ~ SITE DATA: , ~n .k~r. , ~ I DANA POLLY EISEMAN . A ~ ; t , v F~ zoNlNC R-3o TOTAL AREA 79.23AC C"' 1 ' '„a€ ,
F / I ~ ~ F 8 I ~ ~ ~ 3 ~ t ~ S8 "ice ~ ~
~ ~ ~ ` \ ~ ~ 3S ' I I !2looosF ~ \ _ / 8 I ~ , PROPOSED USE RESIDENTIAL SUBDIVISION U \ r DOTAL NUMBER OF PROPOSED LOTS 90 COO
1 ' s V ~ 46 F, ~ ~ F 20o m 5 3 ~ FQ ' FF I ~ I\U U ~ F\ LINEAR FEET OF STREET 7410
I 20000 F S6 \ I ~ S 1 zo7oosF ~ ~ o
OOOOSF \ ~ 1 7 7 ~ 8 i 76 n ~ 77 ~ S8 F ROPOSED OPEN SPACE 5.9 AC a;r~~-~,p~~, <<~I~~~~~~,~ ~ REVISIONS: I,NF~CSAy~l5iJnh I ~ FUOUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 I 6 23 05
g 1eo 1BB ~ w 241 1 ~ 0 20000SF 1 9 ~ ~ ` ro 42240SF ~ F i 11 zoooos PIN NUMBER 0677.04-91-5010 I
S \ ~ ~ I ~ 1 ~ l~ F 1 ~I EXISTING USE- AGRICULTURE I
1 210 ~ ~ ~ i ~ F~ ~ ~ ~ 3 F ,1 S M1~ ~ m ZONING- EXISTING R-30 I
X40 v 45 ~ s > 35 ~ 14 ~ / F. ~ ~ ' ITT -1 -04 1 LA REZONING REQUST FOR R-20 WAS SUBM ED 06 8 )
~~0 A ~ '2120 F A 35000SF B ~ ~ ~ 21000SF / P.4INIMUM LOT SIZE UNDER R-20 20000SF i GRAPHIC SCALE „ PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF 38720 SF / LO I SCALE:
0 10 ~ ~
228 ~ ~g5 ~ I, 1 =100 MIDDLE CREEK TOWNSHIP WAKE COUNTY I
e ba / r 44 ao1~o 100 1 0 100 200 II
~ ' cv TE - 4D000SF ~ r~ u q1 \ ~ g NORTH CAROLINA DATE: JUNE 4, 2004 I DRAWN BY:
11 ~ ~ FF JAMES PRESTONVESTER NOTE: ANY DISPENSING OF FLAMMABLE/COMBUSTIBLE LIQUIDS DURING ii KMR
23000SF w0 35 ~ I ~ z°"'NG R-3D CONSTRUCTION WOULD REQUIRE A FIRE CODE PERMIT AND
~go 4 s 12 I INSPECTION. CONTACT THE FIRE DEPARTMENT INSPECTIONS I, DATE:
~ ~ 261Dd F ~ a DEPARTMENT AT 919-753-1004.
7oosF ~ 42 ~ I p,0 2 13 w o 41 3 SLR 6/23/05 I 1 r
~ 100DSF 21072SF 1 ~ 1 P 20000SF ~ ~ R~ NOTEIWATER~INES MUST BE CONSTRUCTED
~ 1 NE \ o PROJECT NO. TD TOWN ~F FUQUAY-VARINA STANDARDS
~j, S ALLEN & LINO PACE 118 ZONING HD PACE 104- 211
p 148 ~ O 120 , ~1` " IMPRGVEMENTS SHALL BE CGNSTRUCTED IN ACCORDANCE WITH THE EGLLOWING
J N
:FLOOD HA ARD SOILS LINE PER WAKE CO. WAKE co. PLANS AND THE STANDARD SPECIFICATION'S OF THE TOWN ?F F UUUAY-VAI~1NA I HE r SHEET
PAUL & AVA LED
ZONING HD NORFOL & S T R R AILROA ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD I
SPECIFICATIONS OF THE TOWN OF FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED
RALF SMITH NING HD AND ARE APPLICABLE TO THIS PARTICULAR PROJECT, ANY EXCEPTIONS TO THE STANDARD
NC 42 NC 42 SPECIFICATIONS APPLICABLE ARE SHOWN ?N SHEET?F THESE DRAWINGS."
~ NC 42 U
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NG 8' GATE VALVE I, ~ R'O E%ISTI EXI511NG B" WA1ER UNE R~ W I ~M1O ~+a ~ 1 / ROAD WIDENING IMPROVEMENTS I IMPROVEMENTS WILL CONSIST OF 1/2 0~
PUBLIC I ~ p IVE NCDOT ass LoT a ~ ~F A 4Y B-B STREET WITH CURB AND'GUTTER ~I 1 WITH A 5 'SIDEWALK, FDR THE F}JLC FRENTAGE OF ',THE PRUJECL ~WNN R. CAWS PER THE TOWN OF FUDUAY-VARINA. I
EXIST NG ROWLAND PON +s° ~ RowLAND POND suemvlsloN 5' ADDITIDNAL RD ISTI i 9L BOM 2003 PG 1871,1872,1873 DANES ROKLANO _ G, 8• EX PROPOSE RECgMBINAR DB 8222 PG 741 v DEDICATIDN, (p SR VALVE ~ a ~+9 BOM 1993 PG 208 CHARLES TURNER C <p~ c toNING R-ao 1 i r I
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2,53 ~ i I 255 ~ ~ ZWJINGERR3D LS ~qN ~ ~ m ` J~~ ~ 253 NOTE: 1 ' WA R LINE ON YACHT ND ND \ EMflyp - r.~s zowNC R-aD ~ i
RauNO Pao RO •X LOT 5 I ~ 7,5 WP 70 ( ROAD NUST BE INSTALLED KITH A IN. R UNE 2p rev~xtxr grnox P~ x~ r 'I FLOOD HAZARD SOILS LINE PER WAKE CO. ~ Q
b~ mea~sa (/1 PROPOSED RECOMBINATION pNI ~ COVER Df J'. WHERE 7HE WATER LINE 1 Q; ~ (p~ \ ,~,NT pE ~ CROSS STORN DRAINAGE, IT SHOULD BE - ~ ~ ~ I T IN AN EASENENT AROUND ~ G~ SpILS 6 NS ALLED ULD BE 1 ~ ~ / `\O UND THOROUGHFAR S I ~ ~ II~C I ~ ~
tiS ~ ~ ~ Jr r7p ENDS df THE CULVERTS. R+nRa~ SITE e °W ~ 38429SF 5'~ s' \V I i 1v L 'i .DUT~S29.16 KENN TH k BARBARA OHNSON % 5 sidewalk ~ / ~ K
o ~ ~ ~ 8 ~ ~ ~ N~ 4~ z ~ m 26 ~ 2 , v ~ ~ ZONING R-30 ~ /
~ z m ; O72SF 356O0SF 345O0SF 90 , ; Eq ~ ~ I /i
~ 4C 61 404 2SF ~.6 iNY.OUT " I /w ~ ~ - 4t 11FtO W /
~ m ~ ~ i ~ 237O0SF,b" ~ / _ Y SIMPSON 4 DEBRA CURR - ~ D ~'y ZONING R-30~ ~ e ~ r -336.5 ~
3 0 ~h ~ ~ s ~ M1 1 I - tiT \ / I I ~ I i Ro I
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Z ~ 5 ~ GV SJ BLY a ea• CA;~ ~ R ~ ! 0 ~ ~ I
~ NPRti ~ 189OSF o' ~ ~ ' X EXISTING 6° ~ ~ u 6 V ,g5 w BLOW OFF ~ J n ~ i , ~ D I , o, FE d ti. ~ X67 Z .~o a;
ASSEMBLY ~ ge 40 OOSF ~ ~ - % y 566605 c
~ RAW ~ I r D 8 ,5 ~ ~ p ~ ~ i;; ~ s~ , ROPERTY LI arioN / 2 2 - - DNALD R LEE / O D J ~ , r ZONING R-30 L ~ ~ e 126
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l ..I . , Q" o ti ~ ~ ~ l l~ ~ ` RD SOILS LINE PER WAKE~O. ~ ~~f~~H h~ ~ ~ ° f200D HAZA DWIGHT ~ I fN
~ ~ 58 ~ ~ ~ 29 • ~ •a ~ ~ 298O0SF I I A~ ~ DWLAND ROgp
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~ HOLLAND ROAD INC. / 30 OOSF ' 0° ' BOM 2003 PG 1871 1872187 165 3 0 Y^ HOLLAND ROAD INC. ~ , ..C Gj F[. 20NING R-30 f ~ l
BOM 2003 PG 1871,1872,1873 TRACT °B° Q' J~ Q <Q ,.aSAD ~ zoooosF 23 ~ 3 ~ TRACT ~w° y Q 46B68SF Q ~ a° ' ~ ~ ~ INE PER A~ C ft I ~ ARD SOILS L ~ ~ ~y \ ~ ~ ~ FLO H
12AC 0 ~ J zco 6 \ I
I ~ o ~ ti ~ 561 ~ ~l > ~ ~ F ~ ~ \ 20'-0' PAVEMENT
. _ ~ v 32800SF ~ t HAZARD SOILS LINE PER WAKE COUNTY J ~ ~ ~I ~ 31 FFE ~ ~ I U 1
S 64 I~ m I `3~ ~ ~ ,e~ I er ~ z o ~ ~9 1/4'FT 1/q' I
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1 zry ~ ~ ~ I ~ Q / ~ eo I 2 ~ FF ~ ~ ~4 ~~N ~1 53248SF / • ~
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b a ~ h j ~ 222 ~ o / / 336O0~F ~ ° I 344 ~ t- o' ~ ~ 11 I 'U O cv
22OO0SF r
6 5 E, r ~ r 3 ; OSSIBLE TURE ~ ~ 33 ~ ~ 461 323 ~ , Z m z
2~ ooosF ory ~ ' ELL SI m ~ / ~ ,HIS o~ >H~ s Doa NDT - sso ~ ~ ~ i U ~ ~
~ ~ ~ . 2oooasF AODUCE f0 p "~J 3jG V RED ~ TE ~ w LiJ RODUCi TER, THEN o IS AR 'gym a i / ~ ~ Z I
HouAND RoA INC m I fD ~ 1~ / g 5 fu THE gOTS 4~ BOM 2003 P 187 ,16721873. PROPOSED ECPOMBINAlION v BAC ~ AI! ~ ~ I T RED BACX t0, ~ am . / ~ ~ ~ Q (Y X I THE OTS ~`0 ~o N / I I / - ~m M \ I i W ~ Q
TRACT °C° k ~ ~ I i ~ ~ 21 ~ 538O0SF 3 1.08AC ~ I Q Q Q i ~ / ~ ~ CURRENT LAND OWNER I o ~ ~ ~
3 20000S W POSSBILE W 1 8 - RANSDELL TESTAMENTARY CLT POSSBILE WELL LOT , N ~ 8 4 0 ~ , PO BOX 366 ~
b~ I V ~ ~ ~Gp ~D . L.. F w v ~ ~ ~F~ 36095SF / i I ~ 71 W ~ FUQUAY-VARINA NC 27526 I W I
°w ~ ~ ~ Q 8 •G ~ ~ 46 ~ 5. ~ a ~ ~ 53125SF ~ ~ ~ ~ I ``+a W i
~ ~ l~ 2OOO0S ~ a ~ t~ OPERTY LINE ~ 1 , , , ~N ~ /,a' e° '~s a ~ • Pf~EP RTY E y ~0 35942S a$ i ~
. ~1 II~ v\ ~ ~ I N/F mr ^ ~ A i 8O 1~ ~o ~ ~ DEVELOPER
J C ROWLAND FARMS LLC L Rgpp Rip yp~ ~ ~ NAIL tblllltt "I i 2OO00SF PP/t7 t,~ I ~ yy~~~~ R-30 Q ~ 8 /0 4~LJ Q 52 a r= Ba ° HOLLAND ROAD INC.
v J R~ ~ I ~ <; ~ o ~ 7~ 1027 HWY 70 W. STE 106 I
~ x ~A59OO5r '~/F ~ • ~ o ' a 8 I ~ ~ B ke~ 34 73 i ~ ~ ~ \ ~ ~ 1 ~ ~ GARNER NC 27529 I a 73 ~ 22948SF I
~ ~ J ~ ~ °°a I ~ 25O0OSF ~ 0 OSF 20000SF ~ I ~ I 25 0 ~ ~ ~r /
o ~ ! 2 20 ~ ~ 2oooosF ~ R~L N ~ . F`~ g~ I ~ / ','u r , . I I . FTR I F~ FE m _ MINIMUM BUl..DINC S... ACKS L ,
~ oooosF ~ 34 ~ t~ J - F o F o 82 ~ ~ ~ ~ i u~ FRONT YARD 35 ~v,
~ ~ i ~ ~ zaooosF ~'~AQ ~ er ' ' ~ . W 27490SF ~ ~ ~ <; 9ti i ~ I REAR YARD 30 ;I
g ~ 5 ~ 11 Z ~ w 5 e'Gv i oD ~ / ~ ~ I I B~GY ~ o ~ ;j SIDE YARD 15 CORNER LOT SIDE YARD 25 I ~
~a g ~ ~ a ,5,. _ I x 81 ~ NOTE. ALL PROPERTY LINES HAVE A 10 I I I,
3 I+e ~ ~o O ~ s o t ~ . i N JAMESR"NSD SEWER EASEMENT FOR THE POSSIBILITY +~0 34640SF zoNlNC R-aD ~ i I
ooosF 8 ~ 19 0 50 ~ ~ ~ ~ ~ t „o ~ F „D N o ~ OF ANY FUTURE SEWER EXTENSIONS.
51 ~ s Fo I O ~S Q ; THIS GIVES A 20 EASEMENT BETWEEN ALL i, I--I
3 2OOO0SF 1 2O5O0SF ~ dq, S ~ 35 oz66sF ~ . o ~ I i
q. ,u oooosF _ 2 ~ ~ NOTE: LOTS AND A 10 PERIMETER EASEMENT, I m ~ I w f ~ I ~
J ~ < H ~ ! \ ~ T 1 r ~ l~ .I: - ~ g 7O2O0SF 20OO0SF I 74 I m ~ 1 TOPOGRAPHIC INFORMATION FROM WAKE COUNTY I )200SF ~ ~p0 W ' 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS. I ~
a 8 re 1 F W y f zI 9`' W I 3 EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM. PERMITTED eY Dwo I Q ~ o \ ~ 8 I U 4 EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEM. PERMiTrEO eY wAKE couNtY. Q I m
~ ' 1 ; S ~ e ' 5712 F ~ Vim` ' 5 WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 'I ' W
ze ~ M '1i ~ SS ~ ~ I ° < 6 PROM 20' DRAINAGE EASEMENT AT 4 LOTS OR 4 ACRES. J I ~N ° ~ ' ~ JAMES BULLOCK i DE S ~ o III 7 THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. p / ZONING R-30 ~ i
~ g 20OO0SF i A, ~ ti• 5 ~ ~ $ ~ ~ ~ 49 O 64~k50SF h B NO DIRECT ACCESS TO SR 2753 FOR LOTS 67, 86. ~ I F~ ,0 I
~ ~ a a $S > ~ 9 THE EXISTING PONDS APPEAR TO BE IN EXCELENT CONDITION. ANY PROPOSED IMPROVEMENTS II N F' TO THE PONDS WILL BE PROPOSED BY THE FLOOD STUDY ENGINEER. ,L 3 W ' ~ ~F~ 10) ALL PROPERTY LINES WILL HAVE A 20' TOWN OF FUQUAY-VARINA UTILITY EASEMENT CENTERE I
2OOO0SF ~ r F 2OOO0SF A / u I ~ F. ~ 8 1 2oooos o ~ 35 rd o ~3 ~ ~ ON THE PROPERTY LINES.
~ I 1ss +o vI 1 `Si3 ~ 11 BOUNDARY INFORMATION TAKEN FROM A SURVEY BY ASHWORTH LAND SURVEYING. - 4 ' ~ ) rn +o r V 1 A IN HA 12 ALL ELECTRIC L L ES S LL BE BURIED. a 1 N 13 BUILDING SETBACKS WILL FOLLOW THE TOWN STANDARD. 35' FRONT, 15' SIDE, 30' REAR. O
19J H 4W T BE INSTAU.ED W1TH A MM. ;C6YER OF 3'. WHERE THE WRIER LINE c ? a / T WN S F
6 ~ ~ ~F CR0S5 StflRN DRAINAGE, IT SHOULD BE '1 m r 14) ALL OPEN SPACE IS SUBJECT TO A 20' SANITARY SEWER EASEMENT WHERE THE 0 SEE Q v ' ~ ~ 15 THE EXISTING WATER SYSTEM LOCATED IN ROWLAND POND WILL BE CONNECTED TO, WITH AN
1 7 W ~ ~ JNSTALLED IN.AN EASENENTAROUND THEj M 4 3S ENDS OF THE: WLVERTS. 205 SF ~ 6 ~ 8 m - I SIDNEY CALLIS ~ / ) s ~ zoNIND R-aD ONE GALLON PER MINUTE PER HOUSE WATER SOURCE PROVIDED ON THIS SITE.
ooosF 48 0 ~ ; 37 I £ 16 ALL NEUSE BUFFERS ARE BEING FIELD VERIFIED BE DWO. w x! I ) m j 17 BUILDING SETBACKS WILL FOLLOW FUQUAY-VARINA STANDARDS.
I: 200005E ~ p ' I20000SF ~ I i 780 ~ ~ , _ d ~ ~ 18 A FLOOD STUDY WILL BE PREFORMED PRIOR TO CONSTRUCTION DRAWING APPROVAL !I
I ~ \ lee ~ ~ ~ p ~ I 19) ANY FUTURE APPICATION FOR ANEXATION WOULD REQUIRE THE ROADS TO MEET ~ soo THE TOWN FUQUAY-VARINA STANDARDS. THIS WOULD REQUIRE FOR AN ADDITIONAL II Q
\ / ~i i ~ .1sT ~ I ' JDHN RAaAND ONE (1) INCH OF ASPHALT RESURFACING. ~
N~ \ 7 w ' i \ N J C ROWLAAID FARMS LLC Z ~ ~ - i ~ N° ~ ZONING R-30 THE OPEN SPACE SHALL BE DEDICATED FOR
R-3o \ 2O5O0SF ~ F , ~ ~ 6 ~ 38 v F, I w ~ ~ I ~ - ~ PROVISION OF ACTIVE AND OR PASSIVE OUTDOOR I I I
~ s 3 I ~ 11I 7 S~ 1 ~ 7 ~ RECREATION OPPORTUNITIE FOR THE SUBDIVISION'S I i 8 I.~
~ I i 2000 F Q 20O0DSF \ I 7 \ 0005E i / RESIDENTS AND THEIR GUESTS ~~'~~°I' I I 32535SF ~ ~.R~,;. , AJ
I ~ 1 I lee , / 29475 ~ 1 190 ~ I ~ AD \ ~ \ I 20J FF ~ ~ FF DANA POLLY EISEMAN --ITE DATA. 0 = I ~ F"1
~g ~ I `3 F~ zoNINCR-3o TOTAL AREA 79,23AC - •~;~;~~,`l 3S ~ ~ I 8 ~ , PROPOSED USE RESIDENTIAL SUBDIVISION Sl``' ~ ' '
~ ~ ~ / S8 1 I ~ I /210O0SF I 1 , c 39~ ~ FFE ~a ( FF $ t U TOTAL NUMBER OF PROPOSED LOTS 90 '•,;1,~;~~
~ ~ ~ 200 ~ ~ 5 46 FF ' LINEAR FEET OF STREET 7410 ' ~`$w ~.v°~~`*~
~ m 1 3 F ~ ~ 20000 F 6 ~ I ~ 2O7O0SF o N I y' A~t~" N
1 OOOOSF ~ r 7 7 I ~ ~ m 76 n 1e0 lee m 241 ~ 20000 ° 77 ~ S8 PROPOSED OPEN SPACE 5.9 AC REVISIONS. I I FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC I
1 r/ 9 ~ 1 I ~ 4224OSF ~ i ! M1 zoooosF 16/23/05 ;F ~ ~ I FIN NUMBER 0677.04-91-5010
~ ~ ~ 1 h° I ~ ~ F ' ~ EXISTING USE- AGRICULTURE 1
210 ~ r ~ ~E~ ~ ~ ~ ~ ~ ~ 3 ZONING- EXISTING R-30
40 ~ ~ 45 F~ \ s8 ~ 14 ~ ~ F, ~ 1 `'~S ~ 120 F l~ ~ 35O0DSF `~56 ~ 4 REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04) I
' ~ i ~ 21OO0SF ~ ~ o ~ MINIMUM LOT SIZE UNDER R-20 20000SF I GRAPHIC SCALE I I „ PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF 38720 SF ~ LO ~I SCALE. I
10 ~ ~ ~ 1 = 100 I
~ 5 228 ~ 1 =100 MIDDLE CREEK TOWNSHIP WAKE COUNTY
~ ~ ba ~ , 44 M16e ~oNO 100 0 100 200
, ~5 ` Gv 4OO0OSF x M1 11 ,5 ~ , F ~ T N 4 2004 NORTH CAROLINA DA E. JU E , DRAWN BY:
F~ - ~ o ` a w ~ JAMES PRESTON v>sTER NOTE: ANY DISPENSING OF FLAMMABLE~COMBUSTIBLE LIQUIDS DURING ~ KMR
23OO0SF ~ °0 ~ 3S I ZONING R-30 CONSTRUCTION WOULD REQUIRE A FIRE CODE PERMIT AND
~ 43 ~ 8 12 I J INSPECTION. CONTACT THE FIRE DEPARTMENT INSPECTIONS DATE: I
2s~oa~SF ~ a 1 -7 -1004. II DEPARTMENT AT 9 9 53 I
27005E ~ 42 v 13 w oP 41 3 ~~R 6/23/05 I r I
~ ooosF 21 o72sF ~ ~ P 2oooosF RN s \ NE 1 ~ N~TEIWATERLINES MUST BE CONSTRUCTED ~ !
I ~ PROJECT N0. TD TOWN ~F FUQUAY VARINA STANDARDS I
S~ ALLEN & UND PAGE iTB { ~ ~ ZONING HD :N &UND PAGE I 1 04-211 NG HD i
~ 148 ppC oY I 120 ~1 Off` I ~ IMPREVEMENTS SHALL BE CENSTRUCTED IN ACCGRDANCE WITH THE F~OLLEWING
~ 1V
/ FLOOD HA ARD SOILS LINE PER WAKE CO. ~PER WAKE CO. PLANS AND THE STANDARD SPECIFICATIONS ?F THE TOWN ?F FUQUAY-VARINA I HE SHEET
PAUL & AVA LED
ZONING HD NORFOL & S T R RAI LROA ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD
SPECIFICATIONS ?F THE TOWN ?F FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED
RALF SMITH NING HD AND ARE APPLICABLE TO THIS PARTICULAR PROJECT, ANY ~XCEPTI?NS TO THE STANDARD
NC 42 NC 42 NC 42 SPECIFICATIONS APPLICABLE ARE SHOWN ?fJ SHEET?F THESE DRAWINGS."
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6 5 W y y W W i W W W Y W Y Y W I 33 W W y W W W Y W W W W i W y W VV_ W
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I ~V / ) y W W W y 1 .,1^ W W W W W W W W I ~ O i y Y W W WETLAND W W y W W V i i i l W
I P~ y I ~ 1 r W W y Y i i W W y W Y W W W W Y W y W Y W i Y W W y W W i i i W i i i I
I O / i W W W W i Y W W W W W W i W ' I ~ I Y i W W W i i ? i W W W i W i i Q i i
52 i Y y Y W Y Y Y i Y W y i i `i O i i i i 11~ I
i~ Y W W W W Y i W i y Y y ? W R~ Y W W W i i i ? i W Y W W W W i QI
? Y i i W Y W Y Y i i W W W J Nc/Q ~ g3~ , i ~I i i J~ ~
(/'~~y n r Y W i W i i W W i Y W W Y O \J LO ,1~C~ y i i i i i i ? i i Y i Y 2 ~ i i ? i ? ? Y W W Y W Y y i Q C)
V W W W W W W i W W ? W ? / 2 (I I qo ~ 73 O \ W y W W W W W W y W y W y 8 72 a z ~ a 4 ~ ~ o
y W W W W y W W W y y W W W Yp ~ w S,~ ~ .n i
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U W W W y W W W W Y ' ~1VJ i W i Y i W Y W W W Z N ~ CL ~ ii Z ~ F J ~
i ~ ~ W = ~ Z
5 QJ 49 YiWiWYiy W W y W 79 36 W Y W W W W W W ~O~V I Y W W y y W W Q< 79 80 Y o a i Z N I iZZ-
I Y Y W Y i W Y W W W y _ Y y i i W W W y W W y W i SON ~ I- ~ O ~ app Cn Z ~ U ~
Y W W Y W W W y W W y W y _ W y i Y Y Y W y y y W W W i i Q~'~I'IZ ~ O
W W y y W W Y W W W W W W W W y U W W Y W W i W Y W W W W W y Y W , i i / ~ W Q a Wyr p~ Iy+~ `C i i
6 17 Y i Y i Y W Y W Y W W W W W W W y W y W j w Y W W W y y i y W W W W ~.4n N ~ ~o~ a z ~ ~ Q W
W W Y y W W y W W W V i / `ii /
Z Y Y 1 ~~Y W W W W W Y• ~O Y 37 Q 48 ` ,J Y i Y W y y W y W W W i W W y W W i i i
N Y i Y y W y W W W W W W y W y W W W 3 W Y Y W y W y W i Y W W y W '.I i i ~ A i i v i i i i /
O Y W i W W W "P~~i Y y W i W W W W s / i Y Y W y W W W W W W W Y W W y O / i i W
i Y W y W i W W y W W Y W W W i W i ~ ~ CCC~~~ W y1
7 Y Y Y W W Y Y W Y W Y W y W W Y y y 121 y W W y y W W W Y W W W i i i ~
16 W W Y W y W W W W W 38 W W o W i i / C ^1
47 yyYyyWYWW W i W W W y Y W Y W 78 i i ~ ~ i i i i 78 c~ ~
W W Y W W W W W W W y W W W W W W y W W Y i i i / ~IVi/
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W Y W y W W W y W W W W y Y W W Y i i ~ ~ C i ~ ~ ~ r/
Y W y Y W W Y 8 1 5 W W W W Y Y i ~ d' 0 i ~ ~
3 9 W W W Y W W ~ ~ ~
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W Y Y W i O OWNER /DEVELOPER ~ ' • ~
14 W W W W W 40 i W y W Y 9 W y W W 76 ~O ~ HOLLAND ROAD INC. W a ~~O
Y Y W W W 1027 HWY 70 W. STE 106 , ,
45 W i i W Y GARNER, NC 27529 ~ O ~'^I
Y W W Y W W /
y y W ' W y W ~~0~~
10 W W ` W y / SITE DATA:
W W W ~ - TOTAL AREA 79.23AC ~
44 ` y W / PROPOSED USE RESIDENTIAL SUBDIVISION ~
y Y - W W Y W ~ TOTAL NUMBER OF PROPOSED LOTS 90
y W W / 11 4,3 y Y W LINEAR FEET OF STREET 7410 PROPOSED OPEN SPACE 5.9 AC
W W W 12 y Y / FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
42 - 13 - PIN NUMBER 0677.04-91-5010
41 p pP / ~~R ~ EXISTING USE- AGRICULTURE
RP N ~ ZONING- EXISTING R-30
ER ` (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04)
~0~ ~ / . _ _ . _ _ 4 IdI~IIAII IAA I nr cna I INnCa a_~n ~nnnnca
GKAFMC SCALE Z IYIIIYIIYIV111 LV I .JILL VIYVLI\ 1\ LV LV VVV I
PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF loo 0 50 100 zoo 4W 38720 SF / LOT,
MIDDLE CREEK TOWNSHIP WAKE COUNTY ~
NORFOLK & SOUTHERN RAILROAD IN FEET NORTH CAROLINA DATE: JUNE 4, 2004
( ) Z 1 inch = 100 M i
w

h
V W W ~
IMPACT AREA #1 (ROAD WIDENING)
NEUSE BUFFER IMPACTS IMPACT AREA #2 (SUBDIVISION ENTRANCE) CALCULATIONS IMPACT AREA ~ ~
ZONE 1~ 2,242 SF (ALL PERMANENT) NEUSE BUFFER IMPACTS. ~ ~
ZONE 2~ 1,480 SF (ALL PERMANENT) ZONE 1~ 1,537 SF (ALL PERMANENT) V A
TOTALS 3,722 SF ZONE 2~ 1,533 SF (ALL PERMANENT) W ~ NEUSE BUFFER IMPACTS W ~ ~
TOTALS 3,070 SF STREAM IMPACTS W o N ZONE 1 IMPACTS xi
PERMANENTS 29 LF STREAM IMPACTS 2,242 SF + 1,573 SF + 3,923 SF + 298 = 8,036 SF ~
TOTALS 29,0 LF PERMANENTS 14 LF ZONE 2 IMPACTS - ~
TOTALS 14,0 LF 1,480 SF + 1,533 SF + 2,116 SF + 451- 5,580 SF
WETLAND IMPACTS TOTAL NEUSE RIVER BUFFER IMPACTS
PERMANENT. 357 SF 8,036 SF + 5,580 SF = 13,616 SF W ~ a
TOTALS 357 SF o~ ~ rn
STREAM IMPACTS
48 CMP
PERMANENT STREAM IMPACTS ~ 29 LF + 14 LF + 26 LF= 69 LF ~ ~
_ i TEMPORARY STREAM IMPACTS ~ ~
36 LF ~ ~
a TOTAL STREAM IMPACTS ~ .a
k, 69 LF + 36 LF= 105 LF a°
ro oo° U U 2 2
i CMP ~ 48 N WETLAND IMPACTS • ~ ~
p r q ° z a a PERMANENT WETLAND IMPACTS ~~,qy8 ~s,1o22 Z w °w ~
N Q oo ° ° 357 SF + 3,317 SF + x;464 SF= 1~6~-38 SF N ~ ~o
TEMPORARY WETLANDS IM ACTS y•35, ~ ~
429 SF + SF= #;5~Fr SF ~ ~ N
1 » ~ TOTAL WETLAND IMPACTS
° 48 CMF 0 0° l ~ ~6,~ SF + 4;~6 SF = X64 SF 15,~2t µ,3si t9 9't3
v yr °

w ° - 1 I I
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CIS ~ o ~ 1 \ CU / i ~ w . w w ~ RIVER O RIVER BU FER .u,
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Z Z w w w ~ ~ ~
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w y w w I ~ D ~ c ~n 2 N
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C~ c ~ w w ' N d N I w w I 30 IBC ~ o O
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w w w w r d ~ ~ ~
1 50'
1 "=50'
IMPACT AREA #4 NEUSE BUFFER IMPACTS+
ZONE 1' 4,221 SF (3,923 PERMANENT; 298 TEMPORARY) 'ARY) ~
ZONE 2+ 2,567 SF (2,116 PERNt; 451 TEMPORARY) ARY) ~ o
TOTALS 6,788 SF S N a'~p t0
I IWl7 O Nw c7 •O
STREAM IMPACTS PERMANENT+ 26 LF 2 ~~a
TEMPORARY+ 36 LF
TOTALS 62,0 LF O~~ UOr r ~ N
ZmU
IMPACT AREA #3 WETLAND IMPACTS+ WETLAND IMPACTS+ ~WZ
SF PERMANENTS 1~'~ SF ll,q~~ PERMANENT+ 3,317 ~aW J t3~'oQ
TEMPORARY+ .~,A9~' SF 3412 TEMPORARY 429 SF TOTAL+ 16,~fs1' SF IS, $7o ~ o~~
TOTAL 3,746 SF U ~ c~
N z ~
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w w w w w ~V w y y w ~Y ~Y ~Y
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IMPACT AREA 4
-IMPACT AREA 3 W Z 1"=50'
1"=50' Z W

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rn F ~ 1 ~ \ y W y W w W ~ i ~y ~t~f' w y w w w w y .v W w W w W y W W y \ I 1 ~ W- i W rL ~ 7~~~ W w W W w W w W w W W y W W w ' W O N _ a ' ~ f,` i
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I I \W W i y~ W w w w W W W W W w w 'J _`V I ~V w \~W`=--Y /Y W/ W W W W i W W W W W ° ~ i I i ! ' ~ / 48 CMP ~ ~ ' ~ R
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J`1 ~ y W W \ V i/ / I / i yi ° ~ ~ W zoNe ~ ~ l i
~ U V W y W / / \ / W w w V ~ y w y / I ! W ° ~ ~0' " USE 11 i A v ! ! ~ W ~ 67 ! - ~ ~ ~ !
, I V ~ W y w V I \ I , I~ C~ u~~y Iy~ BUFFER ` I 1 _ ~ . ~ ~ r o w y y y / ~ I / V V
I V V W y W V / \ II W w W \ / V V r i W W V / I \ I I W W W 1 ) A / q /A1/
4 ~ ~ W y y V / J/ \ j I y W W y , 28 I J w W W w y o W m / ~ ~ I r' ~ l / Y ~ QS
i I~ Sot R I y W O ~ t ~ ~ 50' NEU ~ ~ ' ~ ~ i I 3 3°
W W ~ r J v/ I , i , W y W ~ y , 59 W i w ~.y y W w ~ ~ ~ \ , . w r ~ I' I ~ RIVER BU FE ~ ~ ~ ~ ~ ~ W W i W y / ? I 1 1 1 / / / ` Z Z
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i / \ ~ \ , \ I \ W W , / ~ ~ / \ 1 \ \ y W y ~ ~ ~ ~ POND TOTAL AREA i 79.23AC F
i / \ \ \ \ i y w / / / / ~ ~ ~ ~ 4 , , ~ PROPOSED USE RESIDENTIAL SUBDIVISION
r \ TOTAL NUMBER OF PROPOSED LOTS 90
, t ~3 W W W / / \ LINEAR FEET OF STREET 7410
/ 12 / W y (W ~ / ~ I \ ~ PROPOSED OPEN SPACE 5.9 AC
/ I ~ ~ i I ~ W ~ ~ \ 1 I 42 ~ 3 I / 41 ~ \ ~ FUQUAY EXPRESSWAY- FREE LAND DEDICATI N ~ t 0 3.5 AC
/ ~ I ~ / ~ 1 / / v ~ v R~ I 1 PIN NUMBER 0677.04-91-5010 ~ ~
R r ~ - <RN ~ I i ~t EXISTING USE- AGRICULTURE I t ~ ZONING- EXISTING R-30
----f-------- ~ I ~ ~ l \ ~ (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04
/ )
' , GRAPHIC SCALE MINIMUM LOT SIZE UNDER R-20 20000SF
PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF
_ --------------J N - i too 0 50 100 zoo +oo 38720 SF / LOT.
MIDDLE CREEK TOWNSHIP WAKE COUNTY
CI NORFOLK FSTLT -
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J r ,ti ~ \ I r ~ ~ _ ~ I ~ ~ ~ ~ I ~ ~ ~i O ~ / RANSDELL TESTAMENTARY CLT HOLLAND ROAD INC. W
r ~ 40 ~ 45 ~ ~ I 14 ~ ~ / ~~p i PO BOX 366 ~ i ~ 1027 HWY 70 W. STE 106 ~ ~ ,
~ ~ , ~ ~ 1 ~ FUQUAY-VARINA, NC 27526 GARNER, NC 27529 ~ p o'fy
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- ~ ~ 44 ~ PoNO TOTAL AREA 79.23AC
~ PROPOSED USE RESIDENTIAL SUBDIVISION } ~ ~
l\ TOTAL NUMBER OF PROPOSED LOTS 90
_ ~ ~ ~ LINEAR FEET OF STREET 7410
12 , I ~ , ~ ~ PROPOSED OPEN SPACE 5.9 AC
42 ~ ~ ~ ~ p ~ ~ 13 ~ P ~ ~ FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC 1 ,
41 3 ~L I ~ PIN NUMBER 0677.04-91-5010 ~ ~ I ~ EXISTING USE- AGRICULTURE
NE I I 4 ZONING- EXISTING R-30
~ ~ 1 ~ 0 ~ i I, (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04
I ' R - 1 1 ` GRAPHIC SCALE i MINIMUM LU I SIZE UNDER R-20 20000SF
PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF
J ' 100 0 50 100 zoo 400 38720 SF / LOT. Y
MIDDLE CREEK TOWNSHIP WAKE COUNTY
#5R RAILROA
IN F=T NORTH CAROLINA DATE: JUNE 4, 2004
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W W
IMPACT AREA #1 (READ WIDENING) IMPACT AREA #2 (SUBDIVISION ENTRANCE)
NEUSE BUFFER IMPACTS NEUSE BUFFER IMPACTS. ZONE 1~ 2,242 SF CALL PERMANENT) ZONE 1~ 1,453 SF (ALL PERMANENT) IMPACT AR ~ EA CAL L ULA TION ~ S ~ ~
ZONE 2~ 1,480 SF (ALL PERMANENT) ZONE 2~ 1,915 SF (ALL PERMANENT) ~ ,
TOTAL; 3,722 SF T~TAL~ 3,368 SF h ~ A
STREAM IMPACTS STREAM IMPACTS NEUSE BU ~ FFER IMPACTS W ~
PERMANENTS 29 LF PERMANENTS 12 LF W ~ ZONE 1 IMPACTS W p N
T~TAL~ 29.0 LF T~TAL~ 12,0 LF 2,242 SF + 1,453 SF + 3,923 SF + 298 = 7,916 SF
ZONE 2 IMPACTS U~ p
1,480 SF + 1,915 SF + 2,116 SF + 451= 5,962 SF fY
i / / I 1 ~ TOTAL NEUSE RIVER BUFFER IMPACTS
/ / / I 7,916 SF + 5,962SF = 13,878 SF o
_ ~ ~ I / Q N
/ ~ I ~ / ~ ~ rn STREAM IMPACTS
~ / ~
i ~ / ~ J ~ PERMANENT STREAM IMPACTS 29 LF + 12 LF + 26 LF= 67 LF w
~ ~ / TEMPORARY STREAM IMPACTS ~ ~ o
~ ~ / ~ ~ ~ 36 LF ~
E ~ ~ i , ' ` k I ~ ~ ~ ; ST ~ ~ v TOTAL STREAM IMPACTS ~
G ~ 0 0 67 LF + 36 LF= 103 LF ~ a
~ o 0 q ~ ~ E 0
M o NT Q WET Z LAND IMPACTS
> ~ ~ ~ J 20 ~ oW PERMANENT WETLAND IMPACTS Z a
~ ~ \ 3,317 SF + 12,464 SF= 15,781 SF o
1 ~ ~ ~ TEMPORARY WETLAND I ~ ~ MPACTS _ ~
I 0° i \ ~ °o l 1 i ~ 429 SF + 4,097 SF= 4,526 SF ~
~ , \ TOTAL WETLAND IMPACTS
~ ~ ° ~ - 1 15,781 SF + 4,526 SF = 20,307 SF
~ 1 i ~ ~ ~ > ~
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NEUSE BUFF R _ E IMPACTS.
r ~ x- ZONE 1~ 4,221 SF (3,923 PERMANE#i~ ZONE 2~ 2,567 SF (2,116 PERMANENT; 451 TEMPORARY)
TOTALS 6,788 SF ARY) W ° U ~ H
STREAM IMPACTS ~a snow
PERMANENTS 26 LF ~ z
TEMPORARY 36 LF IMPACT AREA #3 T~TAL~ 62,0 LF ~~'a
WETLAND IMPACTS WETLAND IMPACTS; ~d'N
PERMANENTS 3,317 SF PERMANENTS 12 464 SF UOr SON
M RARY~ 429 SF TEMPORARY 4 097 SF WmU
TALC 3,746 SF T~TAL~ 16 561 SF 4~ ffw~n Z V Q J W
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I y y y y y i / / \ I /y r y . y y y y ? ? y y i yy1 ~ yy? yy yi ' V y y y y Y ~ I
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-IMPACT AREA 3 IMPACT AREA 4
1 M_~1
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LINE TABLE ~ -I~~~~.t~~P1'~"¢~tl.~SrJNIj~'Q(~'yr'[I•~MiS~' uNE LENOTN BEARING REFERENCES: ~
A tl"IHni~ y~ i.HPA '~N9~,~o? w-loo 155.66 N12'ts'st'w \ w-tot 1z5st N2199'28"w 1. BM 2002 PG. 1451 t1 0 , ` LEGEND 1
Q(,('~ ~f, t w-toe 127.09 Nz3.3a'sa"w 2. BM 1993 PG. 206 3 ~ 3 T EIP EXISTING IRON PIPE/ CONTROL CORNER ~ EIS EXISTING IRON STAKE/ CONTROL CORNER
~1 ~ U ~ ~ ~ `f i W-104 184.52 NNi751'S8 E 3. BM 1992 PG. 781 ~ ~ t"'~ 0 W-105 89.49 N265a'O6•E 4. BM 1986 PG. 1256 / / IPS IRON PIPE SET
a, w-106 sa.z5 N1a9s'ta"E 5. BM 1980 PG. 1083 ~ ~f W-107 31.36 N21'30'31"E 6. BM 1977 PG. 173 ~ ~ ' ~ o Nlf NO IRON FOUND ' ~ o ~ RRS RAI LROAD SPIKE SET
~Cp R W-108 25.98 N44'32'35"E ° ~s w-,os 1a.7z s79ros'ot"E 7. BM 2004 PG. 1048 / ~ ~ ~ ~ ~ CON MON. CONCRETE MONUMENT
~0~ ^yk W-110 35.21 ss77e'asE 8. OTHERS AS SHOWN / / ~ \ 1Z~ °9 ,y W-1,7 88.48 55656'11"E / ~ \ 1 ~ ~Za 0 PK P-K NAIL Q MNS MAG. NAIL SET
4q 0 y? W-112 91.62 556'31'50"E / / / O \ \ y W-113 104.21 S53ro7'00'E / ~ / \ ~O ~ ~ ~o Z R/W RIGHT Of WAY
~ W-114 20.12 53225'21'E / \ / ~,p ~ CL CENTER LINE ~ s,~ ~ 92 ~ NRB NEUSE RIPARIAN BUFFER
3PRNGS W-115 18.65 50524'35"W / / / / ~ , Sl rE W-116 33.91 53123'21"W ~ O / \ W-117 42.56 5415r59'W i ~ I ~ \ N/F \ s~ u S Oat w-ne 373a s4o•4o'4a"w / \ SYIhA R. MITGy1fLL N~ s~ \o h FHZ FL000 HAZARD SOILS
NORFOLK THERN RAILROAD W-119 58.55 53851'54"W I I ~ / \ DB 8439 PG. 2789 I R. Ar~rcriELC ~ ~ EPK EXISTING P-K NAIL 139 PG. 1789 0,9 ~ ECS EXISTING COTTON SPIKE
W-12D 80.86 S34'41'Z4"W ~ ,j \ I R-~ ~ W-121 14.41 532'559 O LtV 20D3 R£SIDENAAC 9"E R-30 p sID~NnAL~ ~ .
N C 4 W-122 62.89 50259'00"E / \ PG 1871-1B7J I 2 W-123 119.76 51558'50"W I ~ / \ R-20 I / i ` ~
w-124 121.04 514'40'07"E 120' R/W DEDICAAQN ~ \ RFSYLdEN1/AL W-125 72.78 56971'33'W fOR FUIURf PARKWAY
w-t2s 3.as BM 2oa74 PC. fae I \ \ I ~ N31'11'48'W \ N~ W-127 68.84 N2423'46'W / 4 \ ~ d4MfS L. RONCANO ~ 2 N/P ~ ~
W-128 74.44 N025D'S9"E / O I y DB 8211 PG 74! w-12s es.as Nos21'as"w BM 2004 I P/N / A677-82-421s 9MES L. RONCANO L-21 7B 8211 PG 74! \ L-23
W-130 51.52 N042TO6"E Pip ORIVf I PC. 1048 R_~ I /0677-82-41f8 I CHARLES NER RfV£LS I Q R-30 08 3844 PG 358 De
VICINITY MAP W-131 50.72 NI2'29'S4'E ROWLAN~ _ _ - - R_~ I I Rf90fNRAL RfS/DfNAAL W-132 76.75 N15'36'07'E CONTROL CORNER NOT TO SCALE W-133 23.aa Naom'3z"E 60' PUBUC R~ oP _ ~ I RES/DENAAL I pqy / D877-82-8135 L-22 L-24 N~ V~
S89'D6 39"E W-134 63.94 501'43'46•E _ W-163 W-164 587'14'00"E W-135 62.70 502'35'56"W O 331.16' EIP w-148.. W-147 S86'5T11"E R-~ EP ~ DONALD R. LEE RE~NAAL DB 4013 PG. 174 Q'
6 E NORTH CAROLINA w-13s 69.48 soe•as'ss"E 5 .'lry:i(i:ic:iiii'r.::r..:..:°r 353.55, BM 2004 :~!5::::..°.:°::.::..... WAKE COUNTY w-137 sa.ts st391'za"E I ................"1A9 W "'::;:):;}?:;:31279':1::(;;)::!(::;{;:. S86'57'f 1"E EIP W ~ PIN /0877-91-3883 ::i::31279'(i'i?irii::;:':.:°.: L-20 0 \ ~ \ R-30
W-138 53.82 50896'4TE N VI PC. 1048 ~ ~`.:e.:e::::: ~::.e:,°:r. ,A, W-146 / ~ I~ I R-20 ~ ;161,922 sq. ft.;~;;gQ' AS :.::.,26J6] sq. fi,ii~r:~r:.i'.e' W_1 EIP 5 ~ RES70FNDAL 16] sq,~ft,~;~~~rir::,~.~~' W_141 SI¢~6' ~ b ~ W 235 c,26~
W-139 48.48 54356'01'W 3 ::::.`1.42 ecres: ~ i ' ;~;;0.61, acres:::::: " A`L I, Max E. Ashworth, Jr., certify that this plot was drawn under my w-140 39.02 sa7.3s'23"w ~ ~ RfS1L>ENAAL ~ ' • " ,~,1 supervision from an actual survey made under my supervision using w-tat 50.99 s7sro5'zs'w oo ~ " - 160 ~51i: ac SI acres:;;,'~~,pry SIe n W\~ L 27 ~ /
references shown hereon; that the boundaries not surveyed ore shown w-1az Bozo s6zz3'za'w ~ 1. © '6'...:e.:;~i:::''r.:e:::W' ' ' ' ~ ~ ~ ~ ':.rr.i~ 3i 6I' •t•' ' : ~ ~ ,y'h .er Q / ~ EIP iry.:::':::'
as broken lines plotted from information shown hereon; that the ratio w-1a3 ss.67 szs•33'za'w 0 ' of precision os calculated is 1:10 000+• that this Tat was re r w-14a ta2.es N43•arw'w ~ 0 I BAI ?003 A`E::,:`:,:;:: i,`~` P P Pa ed m ~ ~ h::::::........ 3 F~ a~ m N ~ e / S ~ o \
W-145 111.39 N58'03'02'W 1 PC. 1871-1873 i` ~ accordance with G.S. 47-30 as amended. witness my original signature, W-146 28.31 N53'45'20'W R-20 ~15W registration number and seal this 8th day of NOVEMBER, A.D. 2005 w-tat s7.23 se7~a'oo'E ~ Rf5L1fNRAL ' ' ' ' .~ry 1'
W-148 24.93 516'44'25•W a - :,;;;•;',yg o
W-149 79.2, 562'4699'W n - - AREA W-150 86.50 544'36'53"W ~~::cir'ii:ii'r 7p m ~ \ ~ / ~
W-151 121.59 S695Y26•W ~ W-152 99.15 532'14'32'W ~ f:::::::.. _ z \ v
iipntlrtntty MAX E. A ORTH, JR. w-153 75.36 s4zroe'oo'w i ':'i:':':i:°:7hy 82.88 ACRES GROSS •,,,~\1 ~~SS CqR "~z~,~ L-3099 w-,54 a,.e9 55o26'aa•w 3 ` : ' 0.41 ACRES IN SR w?i:i:i~ V1 O N / \ / 'ROSS o.:: 'a ~ ~ / r 70 D d N / EPK /
~T`•,,,, 0 Ap W-155 84.53 53523'49•W T ~ " ~561~~ ° istin arcel or arcels of Ian w-1ss n.1s sso•ao'1s•w ~c g s. 9 P P d 3.23 ACRES IN RAILROAD R W w 1R R/W 6 a O o
W-157 185.66 N01'30'20"E and i~r~' Great e!y street or change an existing street. w-1sa 66.16 N5795'34'E a:.:°.:~.::. 70rn W. FULLER / ROAD R W " m " / YERRr"~` rym ~ ~ DB 1944 PG 569
gEA~ W-159 73.65 N39V9'46"E 79.24 ACR ES NET - w-16o ne.aa Ns2roz'to'E N -C W / ~N /0677-91-5625 / a NET 3~ ~ ry r ~ R-30 ti' I
L•3099 W-161 76.94 N1898'17'E ry~ ii.`i:ii•iiiiit:i'i:(i'''?!°:'?:. ~ Z aU: RE9DENAAL ~ h~ I y1'ry,:',:e:~:'i}:i'rit::.::Y:,i':::::~:~:i",i'r:':'i. _ Oo I ~
o,~'°s~ ~'F W-162 70.66 N4618'S5'E N~ %~i~Q ~f ~ W-163 56.31 5897D6'38'E HOLIANO ROAD INC; ~ w-1sa 15a.1s Ne79a'oo'w OB 9574 PG 657 £i.'rir.:~•:err:::•.i'i.iecrrrrrcr:rrtr.:'. ~ ~ l a
, SUR`~,.•.~. i/~/(+° Off] W-165 74.94 S51'D8'42"W PIN Q677-61-9562 Q .N i N:::.~::::.'.:~::.; B h
~prgi~H~lt1i114\ w-166 so.a5 s1s7a'1D"E R-10 0 l,tt, SJB'48'i1"W VACANT ~ W-168 125.37 522'39'49"W q15.::rr:'rr:!'.i•.'rir:':ii•r.'t::'i:'r:'i.!•.c:.°.rr:et?i:::•i: 2N /
W-169 35.52 S49ro5'03'W N W-170 199.80 54377'OS'E ....::.........::.270.103 sq. ft,::::::::::::: ^ 3p/ •'7?4'iirrrrirr:i:6.20 acres::: iiircrr:i'i~~
LINE TABLE w-t71 sa.tz 52129'S1'E ° ~ W-172 113.11 53135'29'W ~ NOTE: ~ :ii'.err:rr:°cr r:iii'r 'rie:ei:er.~r:.i'.: SMALL WnTUND AREAS ADUCENT TO THIS JURISgCTIONAL IPS SET OVER .............:::::e:.°::::::, ~:.e.:e:....:.e:::. 'ryry....;;:.,:i•rcri:::: x:.e:::: °:::.e.:e STREAM HAVE NOT BEEN DCLINEATED. THESE SMALL WETLAND EXISTING CULVERT
LINE LENGTH BEARING w-n3 9o.zo sos9s9s'w " :.'1Y::::::::asc':ii'ri:iiei:'r:ii'r~:i~rr.rr:iir.ie''~ AREAS ARE COMPLETELY CONTAINED WITHIN ZONE 1 OF THE ro'::::::::::::r. °:.'.e.:e::.:.:'.::::::.`::::.'.:er PROTECTED NEUSE RIPARUN BUFFER. NO IMPACTS ARE PROPOSED /
L-1 75.04 w-na 1oao7 slsroroo•E ~ ~ ~ 500'11'42"E w-ns sa.a3 sos'ta•SO'E D~` 0 2ry~,::,: w~??I N':iirir:':i'r:.r:•.r.:~~~bW:w-187r:: ..........1 01 THE VICJNITY OF THESE SMALL NETLAND AREAS. ALL DTHER Q '8' r:':e.N 4:'rcr:itie3. 3::;::::::. ~ JURISDICTIONAL WETLANDS ON THE PROPERTY HAVE BEEN /
w, W-1s4 ~yJ ~ L-2 36.28 N74'5T24"W w-n6 75.z1 sza53'S3'E ~ ~ ry W-177 60.88 50056'30'E ~ D ~ L-3 83.53 N88'29'10"W w-na sz.zo s1s57'3o•w - - - - _ - _ w-207 'e~ ~ . 3~,:, L~~~ .::'r:rci:'. r:~rr:~~rrr:°r::':......r)::'rc'c cr ~6: r:::'r: DELNIEATED AND SUROEYED AND ARE ACCURATELY ILLUSTRATED / N ON THIS PUT. ~ f'. c.'. £
L-4 72.09 " w-iao 30.33 ss17a•1a"w - w-2os ' N Nll 210"W 3200 N33'47'S5'W £ ~ ~ 1 l'::::::: ~:.:d ? ~ 7
L-5 32.92 503'2513 W w-187 56.57 Nos'4r45'w £ J N7:::::::::L`L`:::.:`.:`:::::.`:::: D M~
L-6 76.43 ~ " w-1az 73.56 No3~3'36'E w-zo5 0 ~ N46'2511 E w-183 82.61 N7793'24'W ' ,9 I'. Cv / I'. ~
L-7 98.34 ' ' w-184 77.93 N225726'W ~ ~ ~ 3 N83'35 23 W w-1~ 76.10 NzzSZ'zs'w `a f ry 3'.:°::.:"r:c:.e.°::::. ~.°::::::.e:::.:e.::::: ~~i'i: ~ ~ 0 ~ u N i:: 0 ~
L-8 21.71 N81'38'15~W w-186 14.97 N3655'00'W OJ ~ ~ . w-187 61.95 N85'13'50'W W-202 a 4t L-9 84.40 5011616E >,r.
w-188 1254 56929'19'W L-20 25.00 501'04'00"W w-tom 196.57 so57o'4s'w £ ~\~99 ,k ' o
L-21 31.92 w-190 9om saez2'u'w a° 563'38 52 E w-1at 11.n soe22y4'w , ?fit ~`2' ~:ciriir:~.•.;°r:'i:'riir:'r:'i:':m~ 3 :•;:•;:'.°rr: £ YNS . - 3 v l
W,zoo L-22 51.83 567'38'09"E w-192 69.35 s2a5o'37'w w-toe w-tog W-193 62.26 51615'49'W ''f~i'r:•::'r:'rr:'i:ii°iir:i'ri:ii~3' f ':•::.e:: ~ ~ / w-los ~ I W-110 ...~.~::.~::::::::::::.~:Ary 3 ~ L Ah ~ I
L-23 51.72 57114'05"E w-1sa zzn sas•4ros'w ~G ~ `mss uC w-no L-24 50.58 573'13'37"E w-1s5 14.M S362r06'E pg gp~ p~ 2557 SCALE: 1 " = 40' w-tot
W-196 15.16 518'471TE PIN w L-25 60.49 $73'55'12"E w-197 10.33 s4s•3s'o1'E / Gs77-so-4792 „ „ W-107 '~.:•i:•::.:°r':ii•::i'::::::.•r:•:~ ytil~ ~ •:w•:.°::•ier::::..:;.,•:.. W-180 0:: h ~ ^ MNS
w-19e 10.97 50059'27'E R-30 DETAIL A 8.::~:;~:::~::: L-26 91.47 573'59'51"E w-19s 19.51 sa5i1'3s'E AQ4KYlL1URAL ~ •
L-27 154.17 w-zoo e.ea S78'49'51'W ~ 58513'06"E w-zo1 15.1s N28roe'4e•W W SEE DETAIL 'A' h .•,.,M
L-28 40.20 51711'39"W w-2oz e.39 Noo~s'29•w o ph .r:.:.~.~.:.~~:~.•:.~..~....•rr.r.,',',b:c.rr.i°r.:•"' 3 3' MNS ~ ,~h 3~ : i:•i.i•isi'isei.i•.i•iFiriiiir:'ir"i.•r:'r:(iv.i•.i':~~~
L- 29 76.53 " w-203 11.47 N44'10'sa'W o 3~ : i:•i''..........•.......:?rrr 536 54 O6 E w-zoa n.os N182512'W L-30 148.92 570'21'21"E w-zo5 a.46 N5ssr4o•w b o J.. W-114 ~ i` / ~ /
W-206 282 N5650'45•E Z L-31 100.94 527'57'55"W W-207 6.23 N51'44'09'W ~ :.:.:.:.•.:.•.:..140,785 sq w-Ils ° LINE TABLE f'::'::•:.'. DE-~ MNS
L-32 100.88 w-zoa lose N7a52'o1•w ':':;3;z3, a«E 5321517 W w-zos szoe N69'1894'W `.;';:ido;~es 5~,"ri;::?? £ LINE LENGTH BEARING '~c:'r:;3;23, acres•`::::::::.:e:::.rr0" 23.716 1 w-ns ~f~' m''':;: w / L-50 64.37 N68'38'56"W
L-33 100.39 5361734"W w-z1o 79ss Nsss'32•w `f `i4`;:.:iiirr:c:isrri.rr:~ii~rc.irr:r:iii.i:~~ _ 0.54 acres ~w-t38 `>>o:::::':::'::'::;:::!'::''::''::':':;'::':::;,,9 w 1n / ~ / L-51 117.66 N18'58'38"E
L-34 99.23 0 54012'42"W w-2n 62.33 N2ne'3e'E v;;.;;.;:':::::::::.~.:~. W-212 35.99 N28'48'42'W • ~ L-52 59.51 521'09'01 "E
L-35 100.39 $43'56'01"W w-zt3 a9.n Nao'31'zew UNE TABLE L-36 99.51 W-214 41.42 N56'OB'3ow LINE LENGTH BEARING • 4r rlrcr.°: F: 5473923 W W-215 55.35 N31'44'S114 TIE-500 150.67 1 y ~ ~ L-53 71.76 N4144 52 E
" W-216 47.05 N29'4194•E 79 58"E ~ L-37 100.54 551'40'00 W T~-501 7a.9z N •as'o E a:. 4'::'::'::'::';:::::;;•:;'::' w-121 N~::.~ ~ L-54 152.68 507'02'52"E ~ a:.~:.:°:::::::::::::::. L-55 100.00 " :a:::::':::::::.:~::: ~ IF-126 ~s S0T02 52 E
W-217 67.16 N02'02'45"E l1E-502 52.41 ro9'29'W L-38 100.04 555'20'52"W w-zte 54.44 N1959'01'W
L-39 100.61 558'55'36"W w-219 5s.s5 N1951'35'E W-220 78.47 N6352'14"E V
L-40 99.52 562'26'00"W w-zz1 et.za S723r19•E W-222 55.75 N2254'D1'E o:'rrrrc L-41 100.47 p ~ ~
565'41'01"W w-223 79.28 Ns1m'o7'E L-42 99.86 56917'33"w w-zz4 sane N7a•4rzs•w ~~~~~~''"`3' ' CURVE TABLE / ~'yy ECS
W-225 131.17 N5723'46•E R~~T ~ wAY L-43 99.38 572'36'18"W w-2z6 a5.3z Noaroo'm•w ~ ~ / CURVE LENGTH RADIUS BEARING CHOR nE-so2 D DIST.
. W-227 94.98 N43ror2YE CONTROL CORNER NQ4FOi.K ANO SWIHERN RA/LRL11O ~?f:'~~, L-44 99.45 576'03 45"W w-2za s1.4e N2694'o2'E l$ PR ' f ~9 EPK C- 1 367.69 525.00 " 36 4/(gyp f • I ~ S01 0511E 0.22 / C- 2 340.31 310.00 N10'1T56"E 323.48
L-45 100.65 579.31'47"yy w-zzs 70.21 No9'3t'3e•e N.C.G.S. GRID COORDINATES OPERTY UNE g; W-230 7 . N11'43'S2"W NAD 83 'g'.•:::':'::. ~ ~ A~ MNS C- 3 261.07 310.00 N65'S2'26"E 253.42
L-46 100.42 583'01'10"W W-231 84.93 N315751'E N = 670,027.6541 w• L-47 100.56 586'33'46"W w-z3z az7D N3s21'4z'E E = 2,077,458.6892 w~'~5 ~ -A~ EGS C- 4 505.61 100.00 " ~ ~ N61'53 39 W 115.15
W-233 106.16 N4338'34'E L-48 100.62 589'54'05"W w-23a 59.24 N545o'27'E ,A2 C- 5 122.71 100.00 S61'S3'39"E 115.15
" W-235 13.03 s735s9z'E - - Els NQRFOU(~ ~U7HERN RAlLR0,40 _ , i ' ~ ~'4~ M L-49 99.95 N881818 W w-236 s.15 57359^51'E - - ~ - - _ _ _ _ _ ,44 AS ~ EPK / L' MNS ~
- - 45 ~ EL5 EIP N6T55'S1•W L-46 L MNS l'44 EGS - GRAPHIC SCALE MNS /
.44'53• E 1122.96' GROUND L-49 L-48 L-47 ~ N as 351.16' ~ ~ ~ 200 0 100 200 400 800
Cf = D.9998324 - - _ _ MNS MNS EPK MNS ~ 1122.7r(78D EIP 100•R~IV
N.C.G.S. MONUMENT 'SIDETRACK" NAD 83
N = 670,015.4940 E = 2,076,335.9851
( IN FEET ) I inch = 200 ft.
This certifies thai this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean Water Act in the areas impacted by the present REVISIONS proposed activity, as determined by the undersigned on this daie. Other areas of jurisdiction may be present on the site but have not been delineated. Unless there is WETLAND BOUND
a change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon far a period not to exceed five years from this date. .AND BOUNDARY SURVEY
This determination was mad utilizing the 1987 Corps of Engineers Wetland Delineation Manual.
Nam ~
Title: . ~ LAND SURVEYING
1027 HWY 70 W. SUITE 10E 102005 ' W., SUITE 106, GARNER, N.C. 27529 PO BOX 388, FUQUAY-VARINA, N.C. 27526 919-552-1857
Date: ~ el ~
AID: ~ 2 MIDDLE CREEK TOWNSHIP WAKE COUNT WAKE COUNTY NORTH CAROLINA DATE: 11 02 04 FIELD BOOK
FEGUI~ATORY F1ElD OFFICE RALEIGH
PIN 0677-91-5010 ZONE: R-30 SCALE: 1" = 200' DRAWING N0. 2500

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~ / / \ ~ ~ ~ W y y y y / I PoN~ TOTAL AREA 79.23AC
~ PROPOSED USE RESIDENTIAL SUBDIVISION } r
~ ~ ~ I ~ TOTAL NUMBER OF PROPOSED LOTS 90
~g, 11 ~ 43 yyW , ~ LINEAR FEET OF STREET 7410
- / 1 ~ y y ~ y ~/r i ~ ~ ~ ~ PROPOSED OPEN SPACE 5.9 AC ~ 1 ~ FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
/ , 4 ~ ~ ~ 13 ~ ~ 41 s , ~ ` PIN NUMBER 0677.04-91-5010
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SITE DATA:
/ 1 \ I w w W / / I / POND TOTAL AREA 79.23AC y
/ \ / ' ~ PROPOSED USE RESIDENTIAL SUBDIVISION ? ~ 90 TOTAL NUMBER OF PROPOSED LOTS
i/ \ ~ ` _ ~ \ ~ w W W ~ / r i \ \ LINEAR FEET OF STREET 74
/ / ~ \ ` i y W L.~~ ~ / \ / 1 ~ I 1 W W / ~ PROPOSED OPEN SPACE 5.9 AC
X1,90/ 11 ~ ~ 43 w w i 1 W \ ~ \ FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
, G 12 ~ ~ / 4 I ~ I ~ ~ PIN NUMBER 0677.04-91-5010
/ 13 ~ ~ ~ o 41 ~ - P / ~ ~ R~ ~ ~ EXISTING USE- AGRICULTURE
~ ~ l R ~ ZONING- EXISTING R-30
\ RN / / 1 ~ r ~E ~ j (A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04)
't ! ~ ~ . ,-.rr,,,. . T „ ~ MINIMUM LOT SIZE UNDER R-20 20000SF
- 1 i IrKAYt11l~ J~AL~ o PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN AVERAGE OF
V Sao o so goo zoo 4W 38720 SF LOT.
~ 2 a
MIDDLE CREEK TOWNSHIP WAKE COUNTY
`n IN FEET NORTH CAROLINA DATE: JUNE 4, 2004 W W ( ) z
OLK & _ i SOU~NE'RN~AILROA15-` - " 1 inch = 100 it. w

h ~i ~
w W
IMPACT AREA #1 (ROAD WIDENING) NEUSE BUFFER IMPACTS
ZONE 1~ 2,242 SF (ALL PERMANENT) IMPACT AREA #2 (SUBDIVISION ENTRANCE) IMPACT AREA CALCULATIONS ~
ZONE 2~ 1,480 SF (ALL PERMANENT) NEUSE BUFFER IMPACTS ~ ~
T~TAL~ 3,722 SF ZONE 1~ 1,537 SF (ALL PERMANENT) ~ ~ V A
ZONE 2~ 1,533 SF (ALL PERMANENT) h ~ NEUSE BUFFER IMPACTS W
STREAM IMPACTS TOTAL; 3,070 SF W ~
PERMANENT. 29 LF T~TAL~ 29,0 LF STREAM IMPACTS ZONE 1 IMPACTS w ~ ~
PERMANENT; 14 LF 2 242 SF + 1 573 SF + 3 923 SF + 298 = 8 036 SF ~ ~i ZONE 2 IMPACTS ~ ~ ~
WETLAND IMPACTS T~TAL~ 14,0 LF 1,480 SF + 1,533 SF + 2,116 SF + 451= 5,580 SF Q'i
PERMANENT. 357 SF TOTAL NEUSE RIVER BUFFER IMPACTS
TUTA ~ 357 SF oR o•oo~ Acroj ~ 8,036 SF + 5,580 SF = 13,616 SF ~ 0 0
i ~ ~ ~ ~ ~ ~ ~ \ Q N \ \ p ~ N
~ ~ l ~
~ I ~ 48 CMP ~ ~ STREAM IMPACTS
~ , ~ ~ PERMANENT STREAM IMPACTS ~
~ ~ ~ ~ ~ ~ ~ f 29 LF + 14 LF + 26 LF= 69 LF ~ ~ TEMPORARY STREAM IMPACTS o w
~ 36 LF U QU
` ~ ~ ~ / ~ ~ ~ TOTAL STREAM IMPACTS S ~
J d' ~ U 69 LF + 36 LF= 105 LF a a a
~ ro J I ~ » ° iN 8 /CMP i o°° 0 0 0
~ / ~ P i i i
_ _ q ~ WETLAND IMPACTS z a d~ a
Q ~ ~ o°o '~J ( o PERMANENT WETLAND IMPACTS Z ~ ~ ~ 8
~ ~ l 357 SF + 3,317 SF + 11,948 SF= 15,622 SF ~Q n.35~ A~~S ° ~ " TEMPORARY WETLAND IMPACTS N ~ ~ v ~
~ a ~ ~ ~ 429 SF + 3 922 SF= 4 351 SF ~R n•~ °D ,4ereS ~ , > Q' N MI
i ° ~ \ TOTAL WETLAND IMPACTS
48 CMF ° i J ~ ~ ~ 15,622 SF + 4,351 SF = 19,973 SF pR NS~i ,4c?~s
J ° \ i 1 1 t ~ ~ -
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1 _ ~ ~ ~ ~Y J~ / ~ ~ ` ~ ~ l 1 ~ ~ ~ O
RIV BU~EER ~ ~ ~ ~ ~ ~ t i l ~ ° / ~ ~ ~ ~_1 ~ ~
~ 1 y y ~ y ~ ~ I ~ ~ 1~ ~ OEC 1 20D5
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1 "=50' IMPACT AREA #4 1 "=50'
NEUSE BUFFER IMPACTS
Zl1NE 1~ 4,221 SF (3,923 PERMANENT; 298 TEMPORARY) Y) ~
ZONE 2~ 2,567 SF (2,116 PERMANENT; 451 TEMPORARY) Y)
T~TAL~ 6,788 SF W U ~ 5 N
w~~
STREAM IMPACTS PERMANENTS 26 LF NNW ~ •O
TEMP~RARY~ 36 LF 2 ~~a
TOTALS 62,0 LF o~~
IMPACT AREA #3 VOr FAN
WETLAND IMPACTS WETLAND IMPACTS ZmU ~NZ
PERMANENT 3,317 SF vQ o.o~G Acvcs PERMANENT' 11,948 SF V2 0.24 Acres TEMPURARY~ 429 SF p ~ D• o~ a Aacs TEMPORARY; 3,922 SF aR o•~go Aacs pQw J
TUTAL~ 3,746 SF a. 0$G Aacs TOTALS 15,870 SF DfZ o.3by Aacs a'~~~
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-IMPACT AREA 3 V1 1 "=50'
1 "=501 Z a
Z W

ypffz r MAx mruTm 70 MIL xx AAnAaE As onFC1[o m >M 1xn1RR TOP ELEVATIaI OF STORNWATER
BUT SUFFICENT 10 MEFP 1. PUT 9LT FENCE OA TREE PRDTECPON FdCE lD SEDRENT ON SIE TO ENSURE CONS7RUCIICN dTRANCE IS USED. ro 0.5'-1' ~7 WASHEO NA%. z
STEEP CUT OR FlLL SLOPE ~ .tiri1;'~'.• '•ty::^•:r ~~y~wx" 2 r CpISTAUCIICN ON ME SITES ARE SUGI THAT •4'U,"•'•;.ivY~:J:YI;~h.;.Es, THE MUD IS NOT RdOVED BY 7HE VEHIGE TRAVEL- NXiER11~E711AR°A a sTa+E ~ ~ WAKE COUNTY CON DESIGN of sPlu.wnvs ~ STRUCTiON SEQUENCE
:'"~`+I-S 5101E 10 BE USEDt~ NO OVEN iNE sraNE, THd THE TPES a TIE Lw. io a ~ '":it;.a:; 25' OR W1D1M OF 1A[ LOB 2:1 SLOPE (MA%) ~,i,y:' SNE ~ RK~' PROPOSED STREET, NUST BE wA51E0 BEFORE d1ERN0 THE DA ROAOOAT 4~^Yr'•-•r WHICHEVER IS PIEUC ROAD. In ro o E%ISTING SLOPE DRAINAGE AREA NEIR LENGTHI a (ACRES) (FT) CLA55 1 RIP-RAP FILTER rABRIC W
• • a3.Yt i;;,•; z~;K'".~+2 ~yr~'.,`t~ :R GREATER. y, r A PRO,ECT OONTNUES TO PULL MUD AND DEBRIS -.el mOL~mc 7:!i'i:•°•e•'T~tF~'.tr,'A.11~: p! TO 1XE PUBUC ROA0. THE OOVEINNC AUTHORItt w°F I 4.0 VARI 5
CROSS SECTION ~ Lsta "~ry~Mr,"~;+~r'f::•%,~ta s ~ TIE AREA AND INWICE 71E FlNANGALLY SRR.E PERSON AS NGCATED ON THE FlNANGAL RESPoNSIBLIIY FORM. T I i e.o 1. Obtain a land-disturbing permit. Schedule a preconstruction conference A I°'° with the Environmental Engineer, Glen Johnson) 856-7413. d 1z.o SIDE VIEW
DI 1 DINENSIONS SHOVM ARE NININUN
a~ FRONT NEW 1 E)OSTNC SLOPES uQg. 2. Install grovel construction pad, temporary diversions, silt fencing sediment basins or other measures as shown on the
UPSLOPE TOE POSITIVE GRADE 1.0% MAIL i HEIGHT k e1DTH DERRNINED BY approved plan. Clear only os necessary to install these E%IS11NG TOPOGRAPHY AND VARIES SEDIMENT STORAGE REQUIRED. devlaes. Seed tempOraf diversions, berms and basins
~ sim vaT M 15' MIN. NEW CONSTRUCMKn ~i 1FNLE 4EO7EAxU: fnNXC KEY PoP AAR INTO THE DAN immediately after construction. r0R srAewzanoN.
SIDE SLOPES ~ IXIS11Ai ROADMY ~ tlOLL 2 : 1 (MA%.) , .y. -U9: 9LT N12 oar xxLx AAr1AaF waFA ~ S._I. s,; 3. Call 856-7413 for on site inspection by Environmental
~ e~':: ~ ~,,,ti,; DOES NOT EKCEro 1/1 MIE NO n[RAN I! nLL aGPE \ \ \ \ \ \ \ \ \ \ \ , • ~ ~ XRFaS a fAra4tnAh• Rp k \ TV'Bll w:~z;::: ...ar:•; «•ca`: ,r L~ 'IOI RiM Of 9Li ut i WEIR':' ;,i,,,?.. ' +`'~'Rr;Gi`t r...:ti4i~.;r KEYED AIP RAP Inspector and obtain Certificate of Compliance.
\ \ \ \ \ \ \ \ \ ~ ,r,.r.:'N. N'~ .I;`•' ~ FFN[F ANLURES USE \ \ \ -Exoa9LT Flx¢x®sroxne®uxtiL. rp Xxaa x[xasr R 19KE IS PROlEC11X0 .;h.. 4. Begin clearing and grubbing. Maintain devices as needed.
STEEP CUT OR FILL SLOPE , u1a •X9x. Ae1C UE91 STONE p wu ra~ MST wASIm STONE Rough grade site.
REN90N5 RENSIONS Tx DATE DESCRIPTION ~pf1L'L ![PTry1 D SCRIP110N Nniali rar "s FRONT 1AEW 5. Install storm sewer(if shown) and protect inlets with block
PLAN VIEWN~ ~r~L.liiYAOa NErnu ar Frpr¢p • RE' GATE I ie xm[ RENSIONS EAISTING DATE oescRlPnoN stoPE and gravel inlet controls, sediment traps or other approved measures ,a xaE uanar w.xn. ~p CF011CIJ/N: as shown on the Ian. Be In constructing building, etc.
ape WD ?pe Ape s=urer aM1 cu.A P 9
DIVERSION DITCH 9 CONSTRUCTION EN TRANCE 7 STANDARD TEMPORARY SILT FENCE 1 6. Stabilize site as areas are brought up to finish grade with ~ CHECK DAM vegetation, paving, ditch linings, etc. Seed and mulch denuded
6 areas wlthh thirty (15) days of completion of any phase of tha project
LPSTREAM END OF
STORM DRAIN OVFRFLOw W 7. When construction is complete and all areas are stabilized _ completely, call 856-7413 for an inspection by the Environmental Engineer.
2/J W TYPICAL RP RAP GNAAIEI A 1/J PIPE W 8, If site is approved, remove temporary diversions, silt
A pAYETER A: 'r: d ~ ° fencing, sediment basins, etc., and seed out or stabilize any resulting
1'1a 12' tB' ~ X" bare areas. All remaining permanent erosion control devices (such as
5' FlLTER FABRIC OR BB1fY ~i1111 GRAVEL BEDDING FLIER FABRC OR O KY~ velocity dissipators) should be installed now.
GRAVEL BEDOr15 I 1 PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN wTe Au ?ABBAILY DOMFTLIO STORM oRalNS s/A' EKTERIOR - 9. When vegetatan has become established, call for final site
(SHAPED BY BULLD02ER) 9TMl BE PROs^TD a 11E d0 OF PLYW000 y~L EAtB MY N ACGOBABIFE TFIN THESE inspection by Environmental Inspector, Glen Johnson.
REIAIi SIBL FeEa PLYWOOD INLET PRO r.TION To BE ustD TRETE oR1S9YE St01BBATER snit py,) YELOC11E5 PRCNflIT VETETATNE LNNGS, Otitoin a Certificate of Completion.
SIZE a STONE MUST BE DETERMINED BY ~ a OW W ~ APPROPRIATE DESIGN PROCEDURE "
U DIMDlSIONS FOR d & W VARIES ACCORDING
A' b 12' TO DESGN. A 1/] PIPE 18' RP RAP OEPM AS PR ODS1W OR REid W ~ x • pAMETER J
5' TAtNE. ~ t: FlLIEA FABRIC OR i~ . • A GRAVEL BEOORlC . .
TAd [ WA510 SaE FLTER e.•.'.~
V-SHAPED WATERWAY WITH STONE CENTER DRAIN 1CYii A q~ ~ ~ sroNE aASSBicnnolT rBP eAP (SHAPED BY MOTOR GRADER) A
ti ~ti RENSIONS ~ T z! HARDWARE CLOTH
DA sa+,PnoN LA 2 4 -
STONE FlLTER INL_FT PROTEC?!ON SEEDING SCHEDULE
RIP RAP LINED CHANNELS 10 PIPE INLET PROTECTION PLYWOOD AND STONE (REVISED: 1-1-86)
( ) 12
1/2 DIAMETER a PIPE COARSE AGGREGATE EARTH FlLL COlT11ED BY ShoWdera, Side, Dkchp, Sbpea (Max 3:1)
OR 12' Wr11CHEVER IS 6' DEEP LARC{ ANGULAR ROCK GREATER I
FlLiFR FABRIC DATE T1PE PUNTING RATE
Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre Nov 1 -Mar 1 Toll fescue 300 Ibs/acre ,`e~aylsltli~4jl/,
~ I & Abruzzi Rye 25 Ibs/acre CARO ICI,
IH CAPACItt OF PIPE CULVER76 TOGETHER =BANK fULL FLOW K1a',: ,..E. Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre ~ x,cesS~xe ~~i Apr 15 - Jus 30 Hulled Common Bennudpgrass 25 Ibs/acre ; sbF~ ~jys,
FLGW~'V.' 1 ~~i y1x: ~!N~ EARTN FlLL COVERED BY Jul 1 -Aug 15 Toll Fescue and 120 Ibs/acre ° ~ '9~~9 i
;r w L(. LARCF ANGULAR ROCK COARSE AGGREGATE A td run r e~w ~ "'Browntop Millet 35 Ibs/acre : Q s>r '•'or Sorghum-Sudan Hybrids 30 Ibs/acre : v~' i =
023728
eb 8 A) ° • ••O p~~°G O°BoQ.Ge ° °e4 .0000 •0°j O ~O X00 pOPDO° a O a •p•0. .0. O 00 0 e °p raeeTeenwr SIo 3:1 to ' ~ ~ f ~ ~
ee e• p0••0 0 0° •ee o• b•O•b • O O O wasaal T7 O ° ~ ° D • 0 •O pe •'0 0 ~ 0 ~ 0• • • e a 1. a06 a1IA°I® ARY 110 fIFA• 11/Y 71mO NO OVER CFM OrI 0Y 10 0'0 Oe a b0 0 •0° •p• d O0O ¦WAO~~ ~e / NGINti • ~ w~wlwsee E iM~ ~EEi~Oe~ Mar 1 - Jun I Bericea Lespedeza (scarified) 50 IDs/acre ~ '7 V ~
eoeob•oooo ,oo,eoe o00o•.oiB o• °•ee'4'i`oe w'AIME1aoRL•ASrwiwc z nPxalRCAIUT••LOOO•L 0 ° i °o ~ • e 000 D~ 0 bo • O. V• ° a s Imo[ Au Li AO. IOOIA AAO ••010/•10•ri W`•0 R l~ {/,1 (Mar 1 -Apr 15) Add Toll Fescue 120 IDs/acre llhl~~llll~~ ! l J
°C'°e,0 ees •,O ~~OO~ b~e 0~ O~ •p •Oo' a AAR~ WLUt~ EMwRwwt O0O Ae~00 Oe ° e0 •e O• p 0.OO~p •O.°O LxAOyr AIO If ON RFC NAy (Mar 1 -Jun 30) Or Add Wee in Love rose 1 P 9 9 0 ros/acre
'0 8°0 b °.8° a •OOO •b. b• 0 •°O~pow. a ~MRLr.A~i~i~RleXlrAgM?Y a sm o1. non LsAls TnLe rm e11n o W10.r MM ~1i 0)010rr O Oa~AH ¦O ~l T. XIAYN 1.O1NLr rTS Oq re Axone ttvAOL SECTION THROUGH 8A51N AND FILTER (Mar 1 -Jun 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre Jun 1 -Sep 1 •"*Tall Fescue and 120 IQs/arc
s Avm Aa NB6 r tH[ R®Mrr AlrAllA a ''Iva~`•''.~s~}•H x~°o1a° aLmaiMnM~a•Iers~xauSn'weXaum "'Browntop Millet JS Ibs/acre
RENSIONS 2S +y~TXEAM ~ ~ m1°oo, No ®0 wa DA ESCRIPBON ~ 1A~ TOP a B K `T•~t;~ `l': w 70P OF BAIT( e~ roiae>nnNle°~°ir m~L 0 o°~olmmm~~ µD ':I;r... , ....n . """or Sorghum-Sudan Hybrids 30 be/acre farESw Sep 1 -Mor 1 Sericea Lespedeza (unhulled-unscarified) 70 xfe/acre
APPLY: P~ ArloxnnlA uoo[ - A w oAr nt9) rEAn/ER - 1A00 uuwc 1? ~ and Tall Feecw 120 IDs/acre / / (Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs/acre
suPRmx°iwTt - Ilo It/nCt ¦ Wtd - Y T00/ALK OIILL Old IW Ara, wo utr ruv \ / Fl'
TEMPORARY STREAM CROSSING 11A ~"a-Axxx...,lxo.m•Ia,AO< / ~ ~ ~ ~
,RAP PAOTEC9pN W MCC / / f*ee, - , R, Consult ConssrvaGon Engineer or Soil Conservation Service for
NOTES: / t? ~ ~ additional irdormotion concerning other aRernotives for vegetation of ~ s ~ denuded areas. The above vegetation rates ore those which de well u
I. mAwaxmLxAUtA•AblarK xm awl artw Nrol x TNF rm 11m1 to 1.OECT lE RR 1xAU 9L TxE xOTX 9'ECS1FO. , oast •answmaw+onuswo+Vrnaa I local condifidq; other seeding rote combinations arc possible. to suu E 1xr eofK sRrarm. 1xr Inloa a fun suu E
(1) 8 " x 8 „ AL~w m Axlwt >,wLr. r LxL1nLt iX183 AAC N9D Aml LUST 12Im6 ~Y iM 914L 049tW 1L1n191AEW iMi ellh' Y1G TMMA161a •M Qr1TANq. e WILIni toss AE YYD x01 iW14 1X!111[ otWA1P01 Ai n 91ALL 04tItW EVNSIREW iMe. fK IAIn YeAV. E E YC IeAYf r mnu,e. fun '++Temporary -Reseed according to optimum season fw desired Pemwnent
' / CUSTOM BASIN/SEDIMENT BASIN DETAIL vegetation. Do not allow temporary cover to grow owr 12' in hepM bstore
I mowing, otharriee fescue may be shaded out.
'/'T^~ J
EXISTING GROUN , NOTEI WHEN BASINS ARE CL SAIL MOUND EANED IMMEDIATEL
:DIATELY STABILIZE SED SEEDING SCHEDULE IMENT SEDIMENT WH ICH
~ W - HAS BEEN REMOVED DR P 4 x4 x4 PAST ROTECT WITH T WITH SILT FEN 1 CE
W
LEVEL SPREADER DETAIL
SIDE VIEW
(NTS)
SET ~N EVE ,
(1) ~ X8 VAR. 6'-0" 8-I a'-o° 5'-0" 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
PAVEMENT SHOULDER WIDTH WIDTH DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. _
EXISTING GR~UN g 2.) RIP THE EMIRE AREA TO 6 INCHES DEPTH. O
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS +.25 LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
}•16 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE I '
4'x4"x4' POST (10' D.CJ +.oa UNIFORMLY AND MIX WITH SOIL (SEE BELOW"), W +.OS
0.°2 -o.oz 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
LEVEL SPREAD R _°~0~ E DETAIL FRONT VIEW ''le 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER r n ~'~e SEED LIGHRY WITH SEEDING EQUIPMENT OR CULTIPACK AFTERSEEDIN v J
G.
(NTS) -.25 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
8.} INSPECT ALL SEEDED AREAS AND MAK E NECESSARYREPAIRS OR
5'-0" RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF Q 5+-O+~ STAND SHOULD BE OVER 609 DAMAGED REESTAB
P LISH FOLLOWING O ORIGINAL UME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANC ~ ` v ETREATMENT
S ~ AND FERiILiZATION AFTER PERMANENT COVER 15 ESTABLISHED. L~
1 DRIVEWAY TURN. 'TURNOUT G RADES 'APPLY: AGRICULTURA O L LIMESTONE - 2 TONS/ ACRES (3 TONS/
P ACRE IN CLAY SOILS) W LL N
FERTILIZER - 1,000 lbs. /ACRE -10-10-10
A r - C/L C L 35 6 5 4 C / L SUPERPHOSPHATE- 500 Ibs> /ACRE -209 ANALYSIS O MULCH -2 TONS /ACRE -SMALL GRAIN STRAW MM
50' AN - W OTHER ASPHALT EMULSION ®300 GALS./ ACRE 50' (n Z
~ SLUPE AS RIGHT EF WA HT ~F WAY ~
I S REQUIRED R R "PER 35 F
.1 8, E P~ , o W
15 2 0 5 HDULDE SECTION A-A PAVEMENT ~ d' aVEMENT SHOULDER fi'
IM' PER F WO IM' PER FDDT
t'PER fT t~ PER FT.
CUL-DE-SAC R/W 4r SEEDBED PREPARATION
~n~ o i _ LLB O _ .
I .~V R/ W I
~V-DITCH 0 ~ o (-o
TYPICAL STREET STREET SECTION 1.5' MIN. DITCH DEPTH 3 OF
6

h V r'` W
r I , t W Mry~ 1 i 1 n
A ~ I ~ ^~I s ^V
~ I ~ I , \ ~nN R. CAWS / ~ ~ ~ , \ 'ZONING R-30 11 / WIDENING IMPROVEMENTS I I i '~I / / RDAD ~N R. CAWS / / IMPROVEMENTS W[LL CONSIST GF 1/2 fOF I I 1~ ~2IXJING R-30 1 ~r~ Irl ~1
~ I \ R W I 9 I \ / EX' , / OF A 45' B-B STREET WITH CURB AND GUTTER I I vb7,a,, y / EXTEND " CMP ~ WITH A 5 'SIDEWALK, FOR THE FULL FRONTAGE OF THE PRpJECT, I ~ 'y`~ 't ` '"f ^I C ~ ~
' DOT P~gLIC I F LOT 4 ~~VE NC ROWLAND POND SUBDIVISION AND C`, REI ~ 24' RE FES @ PER THE TUWN OF FUQUAY-VARINA,/ 1 I I / TM.;~ <r`~I ~ REINST VATH ~ / ~ I / ~ V TC~
OWLANp PON ~ I / 'L / BOM 2003 PG 1871,1872,1873 JAMES~O G 741 ~ ` / HE. G R ~ I ) oa s 5 ADDITIONAL RU EXIST~N PROPO RE BINATION , / /'~Cr EXkA 1993 PG 206 ~ HEADW EXISTING- / 1 I ~ r / ~ ~ UT.327.fl$_~'- l 1 V l j `s f! r ; ^I ^I
/ ~ s,~ DEDICATION, ~ fk~ST ~'/S INLE ~ ,cur \ rncm+ol mam \ ( t' T//y ~ TOP=J35.1 ~ r ~ l {r1 ~.T,'i G PA ~ - INV.OUT~331.1 10 i2.5 , ss 5 1 ! ,~j w
\ ~ Nc pA ~ 1 / ~ CHARLES TURNER \ eM~ VeM~N Q ANN R. CALUS ~ KENNETH 4 BARBARA JOHNSON / p C:;ia ''."•1 f~ r;~'~, T ZONING R-3D / l f
JT'~ & DIANE REVELS X LOT 5 } £ ` / / T YJP~ 20NING R-30 1 ?p' ZONING R-30 ~r+ aA~.ufrr sr_cnaN'~ycrz ecpor I FL OD HAZARD SOILS LINE PER WAKE CO. l /11/ ~ ~ ~ ~ Q ~ ~ ~
(p PROPOSED RECgABINAl10N 1 \ ~ NE PEA O o ~ I !1/ n CR ~p ' THOROUGHFA V~ ~j
z ~ ~ $ / / ~Nt 50/ I ~ y + ~ / 5'I idewalk ~ r' ~ 1 ~ 11 °o ~ ~ ~ INV.OUT=329.15 / ~ iewalk ~ o / 1 / ~ 1` ~ o c 1/ ! l l ~
8 / ~ ~ 0 2 ~ ~ ~ m / ~ 26 ~ ~ 90 / / Y STING INLET 5 / 1 /
N ~ ~ ~ ~ 1 1 / ~ 3 v o ~ D -00 Ac. 9MPSON g BRA CUR IN / / Q / / , ~ / '~Q~ ~ °o°0 1 I ZONING R-30 / ~ ~
~ ~ ~ / ~ ~ q , ~ L ra- Q ( l NE 1 ,W / y~ / , ZO b) Q o ~ ~ EXTEND 48' ! '
2/ / / i// / / E r / (UNDISTUR~ , a / CMP e' I ~ / ~i ` ~ ~ 2 I : ~ REMOVE FE / / 1
v ~ \ / ZpNE ~ ; O k REINST / / , A„/~ ~ 1 ~ ~ WITH I I
~ ! ! 5i m /ROWLAND POND SUBDIVISION i ~ 50' NEUSE nnc INLET r - ; 11 ; I GL, ~ HEAD L KENNETH 8 BARBARA JOHN ~ 1 N=328.5 ~ ZONING R-30 /
BOM 2003 PG 1871,1872,1873 ~5 , i' \ ! ~ \ I ~~'RIVI ~ , ~ / 'RIVER BUFFERGASe Aa. r ~~0 fk ~ r ~ y ~o. ~ 30 ~ d !
62 , ~i~ / 1 i' ' lHG ~ / r . ' ~ 1 ~t o - s'~ 1 r
~ ~ r~ vv w 1 I / ' ~ / ~ ' v 3~ i j s~ ~
F~ / R ~ , + ~ y~o. P / Ano 2 ~ a 59 + '~o / c Ic t ,w ~ ~ I O 11,E d ~ ~ 1~ 50 NEUSE ~ ~ / I
ROPERTY LINE 0 N 28 ! 1 ' 3~ / i /'mar ~ \ I 1 ~,~j7 ~ I w~ `d~'~ I RIVER BUF R ~ / ~ - 1`~ ~ /
/ ~ ~ ~ 1 I i' Z I . TI P DONALD R LEE S,~ / I ~ ~ W',1'~~\ ZONING R-30 ~ z I 1 ~ d /
/ / ~ / ! ! \ O J / 111 ~ ` ~ Z
/ Q 1 1 ~ - ~ r :U I II ~ ~ OOD HAZ RD SOILS LINE PER WAKE 0. ~ ~ N / y \ i ~ ~ OUGHT p
/ F~~i I ~ - 58 ~ , F/ ~ ~ I , ~ . r 'S / ~J ~ , I I , ~ I , / ~ ~ ~
2 o - ~ ~ 1 /
r ~ ~ ~ / Q! ~ ~ of ~ 1 0 ~ / \ ~ / / !
~ ~ , ~ 517 ~1. ~ I 0 ~ ,r ~ ~ r / / ~ ~ ~ JERRY k GLENDA FULLER / / !
1 i i ~ 60~ W °i Q' ~ ~~V ~ ~ ZDNING R-30 l / ~ 1 l . ~ VA / a CO. / I
1 P Q ! + \ ~ I , 006, HAZARD SOILS LINE PER A / / ~ ~ ~J ~r 1 ~ ~ I l I
J ! J ! ~a ~ / ~ S6 ~ '
a ' a~ ~ ti 56 l l , ~tio 1 / l
/ ~ ~ i / / ~ ~ ~ ~ I ~ , ~ / r O
I J ~ ~ s ~ ~ - 31 Q 1 ~ $ ~ I o, 64 o ! ! o 1 ~ ~ I ' ~ ~ v , ~ ' 69 1 ~ ~ O
. ~ 1/ ~ ~ s.~ \ ~ ~ . / r
I 89 ~ ~ 55, 1 v Q a ~ 1, r ~ ~ ' ~ I > U ' I ~ ! /
~ ~ O ! I v \ ~ ~ / , ~i ~ ~ ~
v / ~ 3_ _ ~ ~ J 85 ~ i ~ ~ ~ / ~ ~ ~ h- / ~
~ I 1 ~ ~ J ~ of X71 Q / ~`.J NG/ 0
,L , ~I ! ~ I ~ ~ ~ 54 . , \ ~ I , / s RCp
i ~ Q, 22 ! I , /
~ ! I / l~1 / 0 / l
65 , 1 t 1 ! ~ ! h r C ~ ~ ! Rpp ! , ory ~ ~ , ~ I 3S / 1 ~I ~ / / I l 1
~ 33 ~ ! / I / / r _
.I N ! ~ , I I 1 ~ ~ ~ ~ Cp ~ ! ~ ~ ' - I~ + ~ p 1 I ' 1 / r
~ ~e ~ _ 53 I ~ ? ~ , I l I c ! ~ ~ J ~ I ; ~ ~ ~ I ~ ! 0 ~ I II j r!
I I 0.18AC 1! ~ R ! ~ ~ ~ i 1 I pqo ~ 21 ~ I I
r~ I ~ ! ~ ' z~ ~ ~ ! I' ~ v ~L~oo~ i , ~ R . \ / ~ % /1 ~ , / 1 84
'NEUSE I ~ ~ ~ I r y~ ~ ~ ~ 1 ~ ?o ~ 66 a ~ ~ ~ 71 t 1 ~
(BUFFER / ~ + ~ 31~.' p~M \ ~ ~ ! i I 't / ~ t / r
~ a~ i , ~ ~ r ' a ~ ~
~ P~~OPFc~TY LINE ~ O I r ! i ' ~ ~ 'l ~ ~ ~ ~ \ , ! I I . 1 ~ ~ , ~ ~ , ~ , = 3 ~ W , 50' NEUSE / , ~ O
noon Nwao sas urn rtx wu~t mwm I ' ~ R \ \ ~ ~ I! I I f. • I ~ W ~ n RIVER BUFFE Q / Q ~ o/// _ ,52 ~W W~
J ~ ~u I I h' N~Nti 2h / 83 ~ ~ , -
d ~ ~ ~ c 2 Q o 73 O. ~ kS ROIL I l a 2 ~N ~ I ' 1 Z~
~ ~l J / Ro LNG `TR ~ ' .20; a , ~ ; ~I k . i r 0 i qQ \ ASKS 2 S'7a`!E APRONS ~ 3p. I S v32 4 ~ Q t ~ ~ ~ ~ ~ a
4 ~ ~ R ~ / 1 ` "1~/ ~ ~ INV.WT~ INV.WT• / I l~ ~Q S N
1 1 , \ , 1 ~ / O / Q t ` ' 1 ENDWNL ENDWAII- / / <O 82 I r ~ / w~
i ~ O I 1 ~ ENDwAW / ~ I ~ S3 q ° w ~ ~ I r >V Rp ~ z • o ' ~l ~1 _
~ i ~ - 1 Z , ~ ~v - - o~o A ~ I/ 1 O^ ~~a
1 ~ l I ! ~ ~ ,oeo ..'J Mr, i ~ r U o°~N
DM4! Aa ~ r SITE m "~N ~ f • ~ _ _ ~ `Sf ZONNG R-30 ~ L ~ r I NC 2 Zmv
o a 19 ~ 50 V ~ / Q / \ HEADWALL 'r \ i~ \ ~ i I. ~ ! / ~ i~ ~ flu wrnz ,fi ~ , WE g o . ~ ~
~ 51 . 'L' A ~ ~l( , ~ I h o_ ~ ~ 1 ..T / i ~ I Q ~ paw I \ ~f i ~ O I U Z w
/ i~ 4/ 35 ~ DA-48 Ac. I .~J i 4 ~ t I aZ WOQ 1 ~ ~ ~ / ~ 1 ~ I W o~CO
' 4 ~ 1 ` ...V~ER it 1 ~ I ~ I I
~ ~ ~ 1 1 1 i 1 1 ~ I / , ~ ~ ~ / 1 I ( ~ , ~ ' , N I ~ '1 / ~Op I W I la- ~ z
I ~ I ; I i ; m; l/ICINITY MAP -NOT TO SCALE ~ ~ ~ ~ L•. .I ~ 8 I W ~ o w
~ / I ~ ~ ~ ~ •~f / UI i w ~
` 1 ti ~~5 ~ ~ ~ I , ~ ~ 4 J I n 1 I j I ~ ~ I o, I • ' ~ I JAMES BULLOCK WI ( ~ w w ~ o I ~ I' i ( ~ ! ZONING R-30 I , p ~ U U Q
Z / ~ Q I ~ , ! / ~ ~ o ~ 5 ~ I 49 I' ! ~ a o l ~ `-{I o ~ _ F Q J D 1 I CURRENT LAND OWNER o&~ a ~ ~ ~
' 36 ! ~ o N I I t DEVELOPER a°N I N~ ~
~ ! i ~ i ~ 1 a ~ I ~ I \ I / rp I I ~ 1 ~ V ~ I ~ A'I' I ~ RA SDELL TESTAMENTARY CLT &m° W ° 3 ~ ~,II• I ~ i d• N HOLLAND ROAD INC ~Z ~ N ~
I ! I ~ I ~ i ~ \ ~ U I 1 p''I , I II ' ~ PO BOX 366 1027 HWY 70 W. STE 106 ~ Z~~ ~ m N I. a , ~ I , \ N FUQUAY-VARINA, NC 27526 GARNER, NC 27529 ~ ~o~ a z
~ ~ ~ ~v I a ~ m ! ~ I / 1 ~ ~ 1 I ~ / ! + 1 ~ l a 1 ~ WETI,AN .I , I / / ~ ~ fY
~ / ~ i vl ! A WI , ~ l ~ I $ ~ 6 , 17 I ~ zl ! ~ ,
n Q ~ ! ~ 1 11 48 ! / Q ~ ~ ~ , i ~ ~ zDNI FR-3o / ~ 1 MINIMUM BUILDING SETBACKS
! 37 II I r ~ ~ ~ All ' I ~ ; I FRONT YARD 35' 1 ~ ~ + , I I , ~ ~ I REAR YARD 30 ~ ~ ~
! ~ ~ ~ 'I ~ I ~ OPEN SPACE W ' ! ~ I o I i I 1 1 ~ ~I 1 ; ~ ; ' ; SIDE YARD 15' CORNER LOT SIDE YARD 25' ~
I f i~ AV I I ~ ~ ~ i~ ~ 1 I 1 ~ \ 1 1 ~ i' ~ C9 1 1 t I I / I i I CO
I ~ i ~ i , i NOTE: N ~ 1 t / JOHN RACLAND
~ ~ I ~ 1 v i' W ` \ I / ZONING R-30 I~' ~ 1 ~ I / r ~ 1 TOPOGRAPHIC INFORMATION FROM WAKE COUNTY W C~j
I ~ 1,6 W ~ 38 ~ ~ ~ 1, 1 ~ / I ~ I I~ 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS. ~ ~ ~ \ / ~I / f I \ ~ I 1 , / I 3 EACH LOT WILL BE SERVED BY A COMMUNITY WATER SYSTEM. PERAIITIED BY Dxv r ~ C~ 07
~ w 47 1 ~ 78 ~ / 4 EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEM. PERMITTED BY wAKE couNTY. `.J ~ CO 78 ~ ~ ~ ~ 1 ~ ~ ' 5 WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS HALL BE COMPLIED WITH. Q ~ ~ ~
/ / y \ ~ ~ 6 PROVIDE 20' DRAINAGE EASEMENTS AT 4 LOTS OR 4 ACRES. ~j p~ , ~ THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. I~ ~ ~
' ` ~ ` I V ~ / ~ ~ ~i ~ / I O v~ ~ I ~ ~ i ~ DANA POWY EISEIAAN ` ~ CO I ~ ! zoNMC R_~ 8 NO DIRECT ACCESS TO SR 2753 FOR LOTS 67, 86. ~ ^ ~ ct
1 + ~ I ~ ~ ~ ~ I rEe + 1 ~ I \ ~ ~ 9 THE T IN Pip WPRQVE~IENTS ~ d' 0
U ~ ~1 10 ALL PROP TY LINES WILL HAVE A 20' TOWN FFUQUAY-VARINA UTILITY EASEMENT CENTERED / ~ ~ ~ ON THE PROPERTY LINES. ~ I
1 46 ~ ~ ~ ~ , 15 1 ti r ~ / i 11 BOUNDARY INFORMAl10N TAKEN FROM A SURVEY BY ASHWORTH LAND SURVEIING. ~ ~ V I ~ / , ~ 12 ALL ELECTRICAL LINES SHALL BE BURIED. [ ~
r , 1 ! 1 ~ ~ ~ ~ 77 , i I N ACKS WILL FOLLOW THE TOWN STANDARD. 35' FRONT 15' SIDE 30' REAR. ~ ~ I ~ ? ~ I 13 BUILDI G SETS ~ Q,' ~
1 ~ ~ \ ~ ' 1 r / 14 A OPEN SPACE IS SUBJECT TO A 20' SANITARY SEWER EASEMENT WHERE THE TOWN SEES FIT. i / TO WITH AN O I ~ ~ >c / ~ 15) THE E)aSTING WATER SYSTEM LOCATED IN ROWLAND POND WILL BE CONNECTED ~ 0)
!f / ~ 1 \ ` I ~ ~ 1 I g ~ ~ , ~ ~ ~ 1 ~ i , ~ r 1 i ' ~ W J MIN PER HOUSE WATER SOURCE PROVIDED ON THIS SITE. ~ ~ ~ ^ ~ ~ , , / ONE GALLON PER U1E ~ 0
~ , , I, I J ~ 16) ALL NEUSE BUFFERS ARE BEING FIELD VERIFIED BE DWO. (1~ Q,' 0)
1 ~ I/ ' N SETBACKS WILL FOLLOW FUQUAY-VARINA STANDARDS. ~ / 17 BUILDI G ~ ^ ~ , ~ i / / 18 A FLOOD SNDY 1MLL BE PREFORMED PRIOR TO CONSTRUCTION DRAWING APPROVAL.
14 ~ ~ ~ ~ ~ ! Lam' / , 20'-0' PAVEMENT ~ Q O'~ 19 ANY FUTURE APPICATION FOR ANEXATION WOULD REQUIRE THE ROADS TO MEET ~ ' i ) ~ r! ~
Bo,~ ! \ Qp i I ! ~ \ ~ + Q / THE TOWN FUQUAY-VARINA STANDARDS. ~ C1^O ~I Q' ~i' ylf. 1/4'FT ~ ~J O
+ 10 , I 1 ~ , ~i' ~ - T i 8' AHC 11/2' I-2
s ~ ~ ~ , , _ SITE DATA:
POND TOTAL AREA 79.23AC
R=230 Y ~ / ,i f ~ PROPOSED USE RESIDENTIAL SUBDIVISION } ~ ~ ! ~ l 1 TYPICAL STREET SECTION TOTAL NUMBER OF PROPOSED LOTS 90
~ ~ ~ ` I ' ! i ~ , / ~ 11 ~ ~ \ ~ / , \ JPRESTON vESTER / LINEAR FEET OF STREET 7410
PROPOSED OPEN SPACE 5.9 AC
; FUQUAY EXPRESSWAY- FREE LAND DEDICATION 3.5 AC
~ ~ 1 ~ it , ~ 1 42 ~ Po + ~ ' P N SPACE SHALL BE DEDICATED FOR PIN NUMBER 0677.04-91-5010 THEOE
~ / 41 ' 3~ P~~ I ~ ~ I \ R + PROVISION OF ACTIVE AND OR PASSIVE OUTDOOR , ~ EXISTING USE- AGRICULTURE
/ ~ , RN 1 I ~ NE ~ I I 1 RECREATION OPPORTUNITIE FOR THE SUBDIVISIONS ~ ZONING- EXISTING R-30
~ '1 RESIDENTS AND THEIR GUESTS A REZONING REQUST FOR R-20 WAS SUBMITTED 06-18-04 ~ ( )
I ~ I R(, ~ yL \ ALU?! 8 LIND PACE I ~ 11 ~ . . _ . t f,AINIAAI IAA I (1T CI7F I INf1FR R-7(1 ~MMCF
LUMMUMU GRAPHIC SCALE PROPOSEDvDENSITYvIS 90 LOTS IN 8O C 6R AN AVERAGE OF
J - y)FLOOD HA ARD SOILS LINE PER WAKE CO. 100 0 90 100 200 4W , 38720 SF / LOT.
- ) PAUL 8 AYA LED ZONING HD MIDDLE CREEK TOWNSHIP WAKE COUNTY
7 I R RAILROA - NORTH CAROLINA DATE: JUNE 4 2004 g
~ IN FM Z 1 inch = 100 tL a
\RALF SkM7H \ z w

h
V
w w
IMPACT AREA #1 (ROAD WIDENING IMPACT AREA #2 (SUBDIVISION ENTRANCE) IMPACT AREA CALCULATIONS ~ ~ ~
NEUSE BUFFER IMPACTSI NEUSE BUFFER IMPACTSI ~ ~
ZONE 11 2,242 SF (ALL PERMANENT) ZONE 11 1,453 SF (ALL PERMANENT) V A
ZONE 21 1,480 SF (ALL PERMANENT) ZONE 21 1,915 SF (ALL PERMANENT) ~ W ~ NEUSE BUFFER IMPACTS
TOTALI 3,722 SF TOTALI 3,368 SF W ~ ~ W o N
STREAM IMPACTSI STREAM IMPACTSI PERMANENTI 29 LF PERMANENT; 12 LF ZONE 1 IMPACTS = 6 SF 2,242 SF + 1,453 SF + 3,923 SF + 298 7,91
TOTALI 29.0 LF TOTAL; 12,0 LF ZONE 2 IMPACTS ~ ~ ~
1,480 SF + 1,915 SF + 2,116 SF + 451= 5,962 SF ~i
TOTAL NEUSE RIVER BUFFER IMPACTS
LUNING R-SO ~ I ~ I 7,916 SF + 5,962SF = 13,878 SF
/ ~ / ROAD WIDENING IMPROVEMENTS I ~ PAVEMENT SECTION PER NdPOT N R. CALLIS / ~ , I FLOOD HAZARD SOILS LINE PI ~ I a
/ IMPROVEMENTS WILL CONSIST OF 1/2 mF ZONING R-30 / ~ THOROUGHFARE S CTION I ° STREAM IMPACTS ~~~+`9.~,
~ OF A 45' B-B STREET WITH CURB AND GUTTER 'b ~~~~~i 4.1.. h n, u:~.x~~~7~'t~S'Op~r,.
WITH A 5 'SIDEWALK, FOR THE FULL FRONTAGE ~ ~ EXISTING J EXTEND 4 CMP J PERMANENT STREAM IMPACTS ~ ,,r,, ,t,~
/ PER THE TOWN OF FUQUAY-VARINA,/ ~ INV.OUT=329.15 ! 24 REM E FES & ~ ~ 29 LF + 12 LF + 26 LF= 67 LF TEMPORARY STREAM IMPACTS 4~~i~'
- ~ REINSTAL WITH ~ ~ ~ \ ~ ~
~ HEADWAL EXISTtidf- / \ INV,OUT=327 9~ / ~ ~ ~ / E ISTING INLET 5 LNG INLET 5 TOTAL STREAM IMPACTS
~ \ ~ ~ / p W ~ IN .IN=329.71 67 LF + 36 LF= 103 LF ]J~ -329.71 0
E CL ~ /S INLET o ~ DI4-70 Ac. \ EXISTING ASPHALT WIC I O 0 0 Ac. SIMPSON & D BRA CUR
N TOP=335.1 0 0 G ~ t o' ~ p ~ INV.OUT=331.1 I ZONING R-30 WETLAND IMPACTS
qV E ° \ M E o 0
NT ~ Q ANN R. CALLIS o ~ EXTEND 48" PERMANENT WETLAND IMPACTS Z 3,317 SF + 12,464 SF= 15,781 SF o
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i ~ I l' ~~oo~sF ~ i ~ ~ ~ ~ ~,I ~ / ~ ~ tae~~ ~ ~ 29475 ~ ~ , ~ ~ ~ ,I RESIDENTS :~~ND THEIR GUSTS z,~ F- ~ I , ~ 3.,~F I
I~ ~ ~ ----rt- I i, FF F ~ I 1 ~ ~ ~ DANA 'CLLY E SPJAPI I i C ~ ~ / ~ zcNN~ R-~o I , .rITE DATA:
i I I I I s ~ I / ~ ~ 3 ~ i ~ 1 ~ ~ ~ T'~ ~E AREA ~.2.,>a~
I p2100°~SF ~ ~ s i i ~ ~ ~ ~ 58 I ' ~ ~ ~ V ° ra I I I c ~ I =c ci I R I i ~ ~ ~ L ~ P OFO.,E~ JSE R_..L,_NTIr;I ...EGIvISIuN
I z~ ~ 39; s , F. ~ ~~z ~ ~ ~ F i 15 , i M:~ ~ ~w .~..r ~ i ~Foi j fO AL Vl,'IdEE~ OF PRC~C~ED LOTS 9C
I . ~ ~GG~O F ~ i ~ ~ ! k , ~ ~ ~ ~ I ~ ~ 20000SF ~ i 1 2G7~OSF 1 ~ ~ i '1 ~ ~ l I ~ o ~ ~S I' ( ~ `:!=AR ==ET ~~F STREET ?~10 8 RE`~,~ISIOf~~~~:
l i, t ~ ~ ~ ~ 76 ~ ~ ~ i - 1 g; ~ ; leD \ iee ~ 211 i l 2000G: I ~ , I I I F'ROPJSE~ OPEN SR-~~~_ ,~C ;
9 l ,1 v ,6= i, ,I ~ 1 ~ i~ >t a; .'s ~ ~ ;FIB / ~ FUG~UA" EXPRESS'."+AY FFtt ~~~~~G DEDI;,'~.TII~N AC
Pin Nu~nEE~ 0~',_~~=-9~ -~C~~ o
I, ~ 40 ' s I ti ~ 45 ~ ~ / ~ ~4 f_ EXISTNG ! SE- AORISULTURE I a ~ i ~ j~ ~ ZON PSG- =X STING R-3~~
z,~ ,v 14 ~u, ~ x ? ~ ~ \ - - 3 ~ ~ 1 ,~~0 ~ ' 2G~ - ~ / C~GCOSF 56 ~ I a;. ! ~ it ~~A REZCPJINO REQUST FOR R-2~~ '1°v~~,S SUEMITTED 06-15-0'
i ~ ~ 21 DGCSF I . / a'; ~ ~ ~ a d I1~iIN M.Jw1 LOT S ZE UDDER R-20 2CIGI~CSF
~ % , .y ~ I~ PRO~'OSE, DENSITY S u0 I 1% ! ~ AL . LDT~ Ifd AC ~,R .AN A,ERAGE ~F 3870 SF ! LC
~ i 22a ~ ~ ~ ~ j5 I d ~ \ ~ j / r )I _ I ~ 1 -1~I~
° ~ I~ ~ I - ~ 44 ~ I, POND ~ ~ A
~ 4000GSF ~ ~ / ~ ~ ti ~ 1 / ~s~, F 1 vRh,F1-~C S„ .~E nl,a,i
j~ ~ ~ FFE i ~ 1 = 1~~~,~ Pv~ CDL_ ~-~=E~; ,~I,,,~',fJ.~~IE ~~~~,,~~K= ,,~UNT~ ~ardES PRESTON 'JESTER I ~ K
i ,~G•OGS ~ ~ - - ~ \ ~o `3 I 1 l ~ ~ I~ 58 ov ~ , ~ ~ ~ ~°"'''°R-~~ ~ N~~T-I ~,~ROLI`~i,~, D-`~,T-, Ji If,~IE 4 "~'~C14 n n L'v
_ / / r---, I ~ ~ I ~ ~ vC L~.) , ~ DA-E:
~ / / r 2610OSF ' ~ 0- ~M1 ~ ~ ~ I ~ 1 % n~ 227DGSF ~ ~ , 42 y ~ , 13 ~ ~ ,~,~P 1 1 / h p
i ~ ~ I ~ I ~ 11 ~ ~ i / ~1coGSF ~ ~~~7~z~- ~ , 1 i 6iL5 m ; ! z l~ ~ m
8 1 ~C'CCOSF ~ \ ~ ` I~~ I 'I N~TEIWATERLINES MUST BE CONSTRUCTED ~ ~ ~
l ~ ~ i I 1 i P~a~~E~T v~l - n'om' L,~,o RArE , TD TOWN OF FUQUAY VARINA STANDARDS _ , ,
_ _ ~ ~ ~-----_.J ~ ~ ~ I i i ~ i n1_EIv 9c LING Pn.GE 178 ~ ~ , ZCNING 10 10 'I, ~ 04 ~1 ~ a_~~
..a I _ c,c U'~' ~ \ //TI Irr\r ~T\ Ir11'\rl\ /1"'11x\ IT!"\ [\1 1 A I 1 Tr P11. 1!'~T111 1/'\TrT T\ I A f1/'1 PI11T A \ 1/11 \ ITTI I TI 11~ 1~1~11 1 1"1\ IT\ Ir' r"".1.
- 120 l w 1 ~~J i y7 rn 'r. ~I~#t~~ 1MYKL1 V tMtN I J JYIHLL tSt 1, L11V.~ I KUI~ I tL 1N HI.I, LIKllHIV I.t W111-1 I Ht Y LJLLLJ W 11V 17
` F.ooo Na ARO SOILS LINE PER WAKE CO. ~PER ~Co. PLANS, AND THE STANDARD SPECIFICATIONS OF THE TOWN ?F FUQUAY-VARINA, THE
PAUL & A'JA L=D .
AIL C( R' zaNiNC Ho x _T k K I ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD
~v \ SPECIFICATIONS OF THE TOWN ?F FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED 1
\RALF SD4 iH ~ ~ItIG HD AND ARE APPLICABLE TO THIS PARTICULAR PROJECT, ANY EXCEPTIONS TO THE STANDARD
NC 42 SPECIFICATIONS APPLICABLE ARE SHAWN ON SHEET?F THESE DRAWINGS."
- - _ - of 6

LO • 132 8 ~ 140 0 9
e'cv tp ~ N
O ~ ~
N -P ~ 060 e0 1~
N ~ 'rl ~ II / >u ~ N > c "THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
es ~ p II ~ ~1 C>It ~kU ' ~^l ~ O d N
N ~ ~ i 1 v N ~J', w ~F. N ~ p~j ~T ~ o U~ / o o m ~ d z ~ N ; o 0 1 ~ N ~ 0.S J ~ ~ n w o; ~ PLANS, AND THE STANDARD SPECIFICATIDNS OF THE TOWN ~F FUQUAY-VARINA, THE
A i N °o IIT 11 u 0 3 N ~ ~ v~ o ~ eo f oo ~ ~ ~ o N ~ ~ ~ ~d ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BEL?W CERTIFIES THAT THE STANDARD
N ~ ~ cn N ~ o ~ 2 zg SPECIFICATIONS OF THE TOWN ~F FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED
g 6~ rn 2ro J o ~ T °o N (f Q~ AND ARE APPLICABLE TO THIS PARTICULAR PROJECT, ANY EXCEPTIONS TO THE STANDARD
II n7 ~ ~ ° o S A° SPECIFICATIONS APPLICABLE ARE SHAWN ON SHEET_____ OF THESE DRAWINGS."
~ W f ~ I.~ I II 3 0 ~ r~ ~ N N ~ . w I W 11 ~ T
~ ~ ~ ^p. ~ ~ W ~ ~ ~ ~
(n f ~ ~ ~ N 3
I i ~ II r~ W
w II ~ `~tN BAR
~ ~.w ~ N 345 W -n v;
~ / ! r NA3p~ ~ SOIL 1 , i U+ 11 NOTE~WATERLINES MUST BE C?NSTRUCTED t 5~~~;~
1 _ ~ ` o (9 ~ ~i
~aQ ~ ~ o 0 0 ~ uo 04 ~ ~ r- _w-_' N F g p s ~ TO TOWN OF FUQUAY-VARINA STANDARDS ozs~zs f~
l ~ ~ i ~ ~ ,p~ ; ~ N ~i . ~ ~ ~ N
- t F~, - _ _ N ~ r- SF s , _ _
~ _ I .tti f ~
- . r _ ~ r ~ ~ ~ r v .ti r
i. ~S IY . ~ -
_ { _ t1 ~
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o .1 y F ~=~~d
~ 8 ~ ~ ~ T ~ ~ ~ ~ ~ 11 O tT - _ 'rl N ~ N ~ ~
~ o % o ~ ~ d= ~ ~ ~ rn~
'fir? U~1 N I 1 ~ . 1'~ 4 ~ b , s rn ~ ! 9 ~i ~ ~N -n 't1 cS• 9 . ~a m~~
cb J (n ~ ~ 4.~~ ~ m CA rn +~ti F ~ ~ d ~ ~ ~ a ~ ti ~m 4 :a~
cs ~ p o _ ~ 11 ~ tp II ION DI CH ~ o W ~~g~`~~ NOTE: AREAS WILL BE SEEDED AND MULCHED Z
p, DIVERS ~ o {~q{ ~ J p, DIVE WITHIN 15 DAYS OF COMPLETION OF ANY PHASE GRADING. -
0 ?~s N ~ .24 ~ / ~ D
A o ~ Ny e r~~ IJ Ig 1 -t'BLY S OOP % N N W H+ w. 2 BO A~ ~ pQ
~ o ~ ,yzy a
220 ot~ ~1 % N , / ~e~ i ~ W ~ l~ „ - .w ' SLOPE STABILIZATI?N REQUIREMENTS ~N
~ I1 ~
o J ~ ~ ~ t9 0 o ~ ~ Gr
0 1 ~ ~ ~ ~ 0 ~ vii v' ~ N ~ ~ ~ W ~ ~^~r n G 3~1 AND FLATTER--GRASS F~ N
~ ~ 3~1 T? 2.1 SLOPE-ADAPTIVE PLANTS ' "m z
~ II w (p ~ ~ N ~r ~ ~ R5~ ~ 1~ N W N ? ~ ~ ~ 0~~ ~ o ; -
U1 -n ~1 ~ , ~ P ~ ~ ~ ~ S. ~ Cb ~ '(E~' ~ ~ ~ -~P~ ~ ~ CSHRUBS AND VINES)
i ~ TEMP. DIVE N ~ ~ ~ w ~ RSION DITCH ~ F o
i _ k H r 2~1 TD 1.5.1--RIP RAP ~o a
e C T % '~i~ ~ 3 U _ s q r
Qd. ~ - M W LC 32],4 ~ ~ ~ STEEPER THAN 1.5 TO 1--RETAINING WALL o~
~ .p ~ cP O rn ~ ~7 JyJ
O nT N ~ 11 N 11 u, w ~ -n N ~ p ~ ~
D
w ° ~ ~
N ,~1 ~ ~p a ~ c ~ N ~J" ~ W ~ SEE PLAN PROFILE SHEETS
~ ~ ~ N ~ ~ o N ~ ~
N A ~ FOR DITCH PROTECTION
~ 0.t ~
N z
~x ~ O
~
0 0 1~0 -
N " ~ $ 5
~ G - ~
A t. D Q
A~
$ C
z
Q ~ J
R~A~ EBEC ~ O
4 KE 275 SR
1 °
Z
~ DISTURBED AREA-----4.0 Ac ~ ~
0 DISTURBED AREA WAS CALCULATED BASED ?N THE LINEAR FEET
D Z o ~F ?F STREETS MULTIPLIED BY THE 50' R/W AND ADDED TD EROSION
O ,'9 ~ CONTROL AREAS I,e, SEDIMENT BASINS. ADDITIONALLY, THERE
O D
O g ARE N? BARROW ?R SPOIL AREAS. Q
~'o Z
90 ~
N?TE; INSTALL CUSTOM SEDIMENT BASINS
SEE DETAIL SHEET ~
SEDIMENT BASIN DESIGN Q'i
BASIN DIST,DA,(AcJ DACAcJ SED, VOL SED, ZONE WEIR
1 .44 .44 799 12'x24'x3.0' 8'
2 .44 .44 799 12'x24'x3,0' 8'
i - ~w: A EAN N SHDU~B B~ C~ AI 3 1.0 .1 1815 20'x32'x3' 12' REVISIONS:
4 .6 ,6 1089 15'x25'x3' 12' 6/23/05
H 5 .6 .6 1089 15'x25'x3' 12'
SCALE:
1 "=100'
DRAWN BY:
NOTE: SEDIMENT BASINS A I IN P C DUI G TO REMA LA E R E
KMR
0 N S OF T E OJ CT C I N PHA PR
a~leu~y~lso~ EROSION CONTROL LEGEND DATE'
~'V'0'i''"''^ ~~~u°~a ~~TEMP. DIVERSION DITCH 6/23/G5
i ~ ~ y „1~ -~~j( SILT FENCE/TREE PROTECTION PROJECT N0.
r, , ^ ~ SEDIMENT BASIN 04- 211
~ ~nr~un~ Tn nTl I TAI 4~IT1 I ~\l~l R4~I<
~Jpj a
DISSIPATOR
TO NATURAL GROUND ELEVATION. FLOOR ?F BASINS ARE TO BE INSTALLED L ED LEVEL SHEET
4> SEED AND STRAW APPROPRIATELY ( LODA ) INDICATES LIMITS OF
?F DISTURBED AREA ~ CHECK DAM 2
O INLET PROTECTION
I of 6

- ~ ¦ ¦ -
n ~ ¦ I. - WAKE COUNTY CONSTRUCTION SEQUENCE
- ~
SIDE VIEW cal~~cnoN ~aEa~cAnoNS , ~ - - r CROSS SECTION
1. Obtain gland-disturbing permit. Schedule a preconstruction conference with the Environmental Engineer, Glen Johnson) 856-7413.
~I 2. Install gravel construction pad, temporary diversions, silt
fencing sediment basins or other measures as shown on the
zi approved plan. Clear only os necessary to install these s N devices. Seed temporary diversions, berms and basins
~ immediately after construction.
PAST USE METAL ~ ~ ~ ~ 3. Call 856-7413 for on site Inspection by Environmental
;.,.w _ ~ ~ Inspector and obtain Certificate of Compliance. ~ ~
4. Begin clearing and grubbing. Maintain devices as needed
fI I 4: Rough grade site.
RENSIONS ,t5a i• AT CRI 110N ' STEP SEQUENCE 5. Install storm sewer(if shown) and protect inlets with block
~IQE.~7E1S1 and gravel inlet controls, sediment traps or other approved measures
CHECK DAM 6 BLOCK AND GRAVEL DROP INLET PROTECTION 13 DIVERSION DITCH 9 as shown on the plan, Begin construciing building, etc.
STANDARD TEMPORARY SILT FENCE ~ 6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded
areas within thirty (15) days of completion of
any phase of the project,
7. When construction is complete and all areas are stabilized cam leis) call d56-7413 for an ins ection by the Environmental Engineer. W P Y. P
8. ff site is approved, remove temporary diversions, silt fencing, sediment basins, etc., and seed out or stabilise any resulting
bare areas. All remainin pefmanent erosion control devices (such as W
9 velocity dissipators) should be instolkd now.
• a'•~~V~C JCET rll+:~ 9. When vegetation has become established, call for final site
''1';""'``Vi'm;>:,'~•'+'<"'t;''" . PARAB ~G-GAPED WATe'AWAY MITN S1DIE CENTER DRAM eL inspection by Environrtlental Inspector, Gkn Johnson.
y: W Obtain a Certificate of Completion.
PL6~1 J
PLACE GEDTEXTILE FABRIC UNDER STN V-~+APED WATERWAY TN STONE GFN.TER DRAN
CROSS SECTION
SEEDING SCHEDULE
RIP RAP LINED CHANNELS 10 (RENSED: 1-1-86)
RESIDENTIAL CONSTRUCTION ENTRANCE $
Shoulders, Side Ditches, Slopes (Max 3.1)
INllltlllll
5 DATE T1PE PLANTING RATE CA
t , • Ro I~~ , Au 15 -Nov 1 Tall Fescue 300 Ibs/acre ~*•'~a ~~f* ~~i
Nov 1 -Mar 1 Tall Fescue 300 Ibs/acre • 2.•Q, .~•~9 ~ e Abruzzi Rye 25 Ibs/acre ~ ~ Q Cp ~ ~ ~
Mar 1 - Apr 15 Toll Fescue 300 Ibs/acre ~ * 'SCCt~
Apr 15 -Jun 30 Hulled Common Bermudagrass 25 Ibs/acre ~ 23728 ~ ~ - A 5 Tall Fescue and 120 Ibs/acre ~ 0 Jul 1 ug 1 i'~ •i i•(~ ;
Mra~ fsvewt •••Brownlap Millet 35 Ibs/acre a••;CNGIN~~~•2~
ruw. z e~erex •••or Sorghum-Sudan Hybrds 30 Ibs/acre ~ •a,,,,,•• 1° '%y 0 ~ ~
r slopes (3a to 2a) Illlnlnu+l~~ 1
na ~ w~...aaw Mar 1 -Jun 1 Sericea lespedezo (scarified) 50 Ibs/acre ,
~T
6 CNSEI CgRADIEO AAEI.S AID SPREAD fM!]x S Mala DIFP 05ER AD4ERSF xaL OYpiX7N5 R AVAxABIF. 2 RP nC anPE AMT, fD S IN(1[$ OO1X. Rr (Mar 1 - Apr 1S) Add Tall Fescue 120 Ibs/ocra (Mar 1 -Jun 30) tk Add Weepirp Langroae f0 IM/sue
x RamE Ns Loon Roa Roors. AND o1NU mslmm~oxs LEANND SuMA(I ACAAIMAISY yOpM A1C WIOMI l AMIr /OMOIMM4IIL fFPMJaOI ND aNEIRtlNMA DNrarr No to inL M~apt(~ct{i~eDSP (Mar 1 -Jun 30) Or Add 1Ytled Common &rtnudogra» 25 b/sae '
~ b ~ANMD Y MI~~ fNgIRLT SECTION THRWGH BASIN AND FlLTER Jun t -Sept •*•Tall Feeeue and 120 Ibs/acre '••&owntop Millet 35 Ibs/acre
x ALAI ~Ed1PIbM OA~CUL NXiN YER ~IIO.ID IN0.T 1. IRRaI W®IART N'lal ilDINS AMD AMCMaI MaW. 0. MAEC7 NL 380m MEA9 ANO NAPE NFCEftARY RWNAS OA •••or Sorghum-Sudan Hybrids 30 Ibs/xre I
~WD~R eb11MAN4L0, ~f1µ&1m5X I~OALL qN4 uN[SCAW 5110.40 rtRm®I, Aw suaso RA¢x v o Sap 1 - Yor 1 Serkea laapadam (unhullsd-unuodfied) 70 Ibs/acre + fv a ur and TaA feeew 120 Ibs/acre
S. CONSULT CWKRSAnON INSPEC70A m NNNnNANa IREAnIFM ANO RRnu7AnON Af1FR POINANENi CM£R IS FSiAM15Nm, Anxr. (Nov 1 - Ibr 1) Add ADr,rlti Rya 25 Ibs/acre
Acwa~nR4 uNESlavt - E ]ms/ACy~dAS7!'B/Aaa M cur saLSl PEnnuse -Rom les./Aar to-lo-lo SJPEIR/]S NAR - 6m LBS./ADNC, 90 ~1/~ afal ~aY rwa ~ / aDa aeD f» /
NULgI - Z iM9/ACRE SSIAtl ORAIN STRAW mI1A - A5M141 ausan 7m GAL/Aqt
IAA PADMDmN sY Moe Consult Conservation Engineaz or Soil Conservation Service for - additional information concerning other alternatives for vegeiation of
/ ~`'I ~ art denuded areas. The above vegetation rates are those which do well under
NOTES: 1, aRAMmw MsER snNL x r sa. a Pw MM aeAx WI CAR AMI 1/e Nat: local conditions; other seeding rote combinallons are possible. ^ ' a[All Wi GM Nq I/t' IIaQ / ~
2 ~oADtK~10 AVN~Va~iFttSUTM/PEIY~IF M~ATP~IE 7~AAM9DME U~AD TYN~AA7~sNNLaN Lust ID Maltz uPSMtw ]AA slwL oLERUP onrwsnriM rNV. 1Ht uA sw [ wD1N SlEatlal. M IENDM a f,aP 7XALL BE I ,wrsMruxDferariwsswuie[awaurmu ~ *••Temporary -Reseed according to optimum season for desired permanent + Don,fmriw rrs. fxt uw euu e[ w w~, Hurt fug
Wit' 81eR IAAWLDa 101f SUN RtSItIANCE. C vegelatlon. Do not allow temporary cover io grow over 12" in height before CUSTOM BASIN/SEDIMENT BASIN DETAIL mowing, otherwise fescue may be shaded out.
SEEDING SCHEDULE
t NED IMMEDIATELY S EN BASINS ARE CLEA , NOTE WH NT SEDIMENT WHICH STABILIZE SEDIME jTELY
VED OR PROTECT WITH SI HAS BEEN REMO ~IITH SILT FENCEt
VAR, g'-OL' $._O.. 5~-~~~ ACT-D AREAS AND SPREAD TOPSOIL 3 INCHES 1.) CHISEL COMP L
PAVEMENT SHOULDER DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. O
WIDTH WIDTH \ 2.) RIP THE ENTIRE MREA TO 6 INCHES DEPTH. N
3.) REMOVE ALL LOSIi ROCK, ROOTS, AND OTHER OBSTRUCTIONS +,25 LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
F RTILIZER AND SUPERPHOSPHATE 4.) APPLY AGRICULTURAL LIME, E
+•16 UNIFORMLY AND LIIX WITH SOIL (SEE BELOW*).
+.oa o.oz -o.az +•08 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED b.NC CO'~ER v J
-o os SEED LIGHTLY WfTri SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
~e Te 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
-.25 0
8.) INSPECT ALL SEi:DED AREAS AND MAKE NECESSARI'REPAIRS OR Q RESEEDINGS WITHiN THE PIAHTINC SEASON, IF POSSIBLE.IF
„ STAND SHOULD BE OVER 60X DAMAGED, REESTABUSHfOLLOWING O rn V,
5'-0" 5 ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~N
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT
P AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. O
S * APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ W ~ N T GRADE
TURN~U RI~EWAY D S ~ o_ TURN~U ACRE IN CLAY SOILS) FERTILIZER - 1,000 lbs. /ACRE -10-10-10 O
3 r SUPERPHOSPHATE- 500 Ibs> /ACRE -20~ ANALYSIS ry~ U
P C/L L MULCH -2 TONS ; ACRE -SMALL GRAIN STRAW L1J ANOTHER ASPHALT EMULSION ®300 GALS./ ACRE ~ z
C L 35 6 5 4
S 0' r
RIGHT ~F WAY W ~ ~F WAY ~
SLOPE ~ AS REQUIRED N lu yt
S' PER F , R 5 ~4 8- zo Q 0 6' - ~ a~, W O
1 S~ HpULDE PAVEMENT SHOULDER ~
' ~0' 15' A-A 15 SECTION ~~4' PER FppT 1/4' PER FODT a LL 1' PER cr nr•rnern B~COAOATIAAI t I i I O
_
I I I I I
CUL-DE-SAC R/W
50' R/W
TYPICAL STREET TREET SECTION V- D I TCH 3 OF
6

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O S \ a~ ~ SIDE YARD 15 ~-i 81 $ CORNER LOT SIDE YARD 25
- ~ 0¢~OSF 8 8 '-~3S \ ~ k 0 5Q. ~ _ y,_ I•+-~I L ~ NOTE: n
~ ~ ~ a 3 2 F v 1 v ~ 1~ ALL PROPERTY LINES HAVE A 10 a 34640SF ~wES RANSO W ~ F 20NING R-30 SEWER EASEMENT FOR
8 20500SF ~y _ ~ no F THE POSSIBILITY F~ OF
~ 35 0266SF w 4 ~oooosF As o ANY FUTURE SEWER EXTENSIO Z S Q NS.
~ O ~ ~ ~ ~ ~ ~ THIS GIVES A ~ Z o 20 EASEMENT BETWEEN ~ . ti ~ ALL ,-a
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I ~ F~ ~ ~0 1 TOPOGRAPHI 9 E 0 11,1 C INFORMATION FROM WAKE COUNTY
18 ~ ' s _ ~ - f. S ` ~ ~ 2 PRELIMINARY SOILS EVALUATION PROVIDED BY SOIL AND ENVIRONMENTAL ry - u i rn 8 W 3 EACH LOT WILL BE SERVED BY A COMMUNITY CONSULTANTS. H 571 f ~ 4 EACH LOT WILL BE SERVED BY IN I WATER SYSTEM. PERMITTED eY Dwo Z
~ a \ . ~ 3 20000SF `F / ~ 5 F - • ; ~ D VIDUAL SEPTIC SYSTEM. PERMITTED ev wAK 5 WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WI E couNrY. Q M
F ~ 49 F JA?ES 6 PROVIDE 20' DRAINAGE EASEM LL BE COMPLIED WITH. W ENTS AT 4 LOTS OR 4 ACRES. .J F~ r 64 SOSF zaNNC R-~D 7 THE HOMEOWNERS ASSOCIATION WILL BE RESPONSI II--~~
36 ss = ~ F. 20DOOSF 20000SF 8 g r. 3 = Y 8 NO DIRECT AC BLE FOR MAINTENANCE OF OPEN SPACE. I•-~ ,S3 I F 9 THE CESS TO SR 2753 FOR LOTS 67, gg.
20000S , r` ~ ~ - { ' TO ~P~G PONDS APPEAR TO BE IN EXCELENT CONDITION. ANY PROPOSED IMPROV ~ DS HALL BE PROPOSED BY THE FL000 STUDY ENGINEER. EMENTS
ob \ i i 103 I ~I 185 ~ II ~3 ~ 10) ALL PROPERTY LINES WILL HAVE A 20' TO . - 1: S3 ON THE PROPERTY LINES. ~ OF FUQUAY-VARINA UTILITY EASEMENT CENTERE W
- I N- ~ ~ ~ I ~ I , 6 _ ~ 11) BOUNDARY INFORMATION TAKEN FROM ~ ~ f~ 12 A SURVEY BY ASHWORTH LAND SURVEYING.
1 ] ~ . I w F~ 2 11 IA z F~ 05 SF a I 3 ~ N ALL ELECTRICAL LINES SHALL BE BURIED. ~ ~ 13 BUILDING SETBACKS WILL FOLL OW THE TOWN STANDARD. 35' FRONT, 15' SIDE, 30' REAR, Q
48 s , ~ ~ - ~ ~ 14) ALL OPEN SPACE IS SUBJECT TO A 20' SANI a,. f zoNl R~ G WATER SYSTEM LOCATED IN ROWLAND POND WILL BE ~
37 - ~ _ ~ \ ~ ~ ~ 2o0oosF g o 2oooosE . ° ~ I k sIDN Y c 15) THE EXISTIN TARY SEWER EASEMENT WHERE THE TOWN SEES F f ~ CONNECTED T0, WITH AN I i ONE GALLON PER MINUTE PER HOUSE WATER SOURCE PROVIDED ON THI ~~,11
~ 16 S SITE. ~4 )ALL NEUSE BUFFERS ARE BEING FI
m ~ ,~e ~ = N I ~ - ~ ? ~ _ 17 BUILDING SETBACKS 1N E~ ~IFlEp BE DWQ. w LL FOLLOW FUQUAY VARINA STANDARDS. 1 18 A FL000 STUDY WILL BE PREFORM ED PRIOR TO CONSTRUC110N DRAWING APPR
2Dp ~ 7 ~ ~ 157 J C ROWLAIIO FARMS LLC ~ ~ ~ e. 19) ANY FUTURE APPICATION FOR ANEXATI OVAL ON WOULD REQUIRE THE ROADS TO MEET
R-30 20500SF z I ~ F J 1 THE TOWN FUQUAY-VARINA STANDARDS. THIS WOUIp REQUIRE FOR AN A ' - I I p DDITIONAL ~ ~RAa~D i NE (1) INCH OF ASPHALT RESURFACING. Q
I 6 W ~ 38 ~ F. ~ a ~ o - 3S V1 0 _ - ~ > I I
II F \ Q `47 s ~ ~ 200 = 2 aoosF ~ , LL \ 7C THE OP Z EN SPACE SHALL BE DEDICATED FOR PR ~ 78 ~ OVISION OF ACTIVE AND OR PA ~
OOOSF - 7 ~ 180 t°~1 _ 1 RECR SSIVE OUTDOOR, EATION OPPORTUNITIE FOR THE SUBDIVI
' 29475 3253; 18 I ' - ~ ~ ~ F 32535SF ~ RESIDENTS AND TH SION S p EIR GUESTS
! ~ ~ ~ ~F ~F~ Q ~ ~ _ i ~ 2looosF ~ ~ ~ _ = ~ 3, FFE SITE DATA: DANA POLLY F15ENA11 O - 3S zoNMG R-JO
W - 3s i o~ ~ - 8 8 TOTAL AREA ~ _ 9.23AC
n 15 ~ F. ~ - ~ ~ 46 _ ~ PROPOSED USE RESIDENTIAL SUBDIVISION ~F TOTAL NUMBER OF PR
I W 2000 3S6 FF ~ DOOOSF 20700SF F~ F~ OPOSED LOTS 90 ~ S8 LINEAR FEET OF STREET
1 I g 180 ~ 1i ~ ° ~ ~ 7 7 ~ 7 ~ J ~ x Y41 ~ ~ PROP 7410 OSED OPEN SPACE 59
I ~ V ~ i , 20000S >lY ~ ~ ~ a 422 OSF ~ Doos FUQUAY EXPR AC ESSWAY- FREE LAND DEDICATION 3.5 AC REVISIONS:
210 0 \ ~ F PIN NUMBER 0677.04-91-5010 6
14 ~ 45 F - ~ _ 3 ~ /23/05 EXISTING USE- AGRICULTURE
120 35 'I ~ , _ ZONING- EXISTING R-30
210005F ~ 35000SF 6 K - ; 10 ~ _ A REZO I _ C. ( N NG REQUST FOR R 20 WAS SU + - BM,TTED 06 18-04)
~ Q 05 22 ~ ~ - GRAPHIC SCALE MINIMUM LOT SIZE UNDER R-20 20000SF » _ ~ PROPOSED DENSITY IS 90 LOTS IN 80 AC OR AN A
3 ~ \ \ s~ \ _ 1 - 100 VERAGE OF 38720 SF LO
~ 44 ~ - M1~ SCALE. MIDDLE CREEK TOWNS
i 11 40000SF ,~,o PoNO 100 0 10 HIP WAKE COUNTY - 0 200 1 l00
o FF - ~ 23000S $ w F~ NORTH CAROLINA D ATE. JUNE 4, 2004
~g ~ 3S 12 4 8 _ ZONING R-30 N NOTE: ANY DISPENSI DRAWN BY:
NG OF FLAMMABLE/COMBUSTIBLE LIQUIDS D CON TRU I URING KMR CT ON WOULD REQUIRE A FIRE CODE PERMIT A
2700SF 2610 F 13 ~ 42 INSP CTI NU ON. CONTACT THE FIRE DEPARTMENT INSPECTI
41 p,0 ~ 1ooo5E 21o7zsF R~ g p,11. DEP ONS RTMENT AT 919-753-1004. DATE.
2oooosF \ , N , ~ ~R
N Sa 6 /23 05 / I NOTEIWATERLIN
118 ~ 4 LIND PACE ES MUST BE CONSTRUCTED
120 1A HD Fa OR N T PROJECT N i ~ TOWN ~F F - o. UQUAY VARIN A STANDARDS
N IMPROVEMENTS 04-211 SHALL BE CON TRUCT ED IN ACC~RDANC
NnRFnI 9. c- .,-.t, ~ _ ~ A'F~oDG N sots 1YC ~ w...- r'll KiC'` A AIT ~r. ,.T _ E WITN TNF~ x(11 I r11.iT~i~
/ -.r c nNMG G0. RAI LROA g AVAHD LEDA rLHN,~~, HIND Irlt SIHN11A12D SPECIFICA INNS ?F THE TOWN ?F FUQUAY -VARINA,"THEV
PuHMM ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE STANDARD SHEET
C 42 RALF SMITH NC 42 HMD HD SPECIFICATIONS OF THE TOWN OF FU UAY-VARINA HAVE BEEN THOROUGHLY CHECKED
=NC 42 AND ARE APPLICABLE TO THIS PARTIC LAR'PROJECT. ANY EXCEPTIONS TO THE STANDARD
SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET_____ OF THESE DRAWINGS."
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