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Michael F. Easley, Governor
William G. Ross Jr., Secretary
?CF A r?R4
North Carolina Department of Environment and Natural Resources
??- Alan W. Klimek, P. E. Director
> - f Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 22, 2004
DWQ Project No. 04-0544
Wake County
Page 1 of 4
John Weiland Homes
Attn: Justin Patsey
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: River Run (previously known as Falls Landing)
UT to Neuse River [03-04-02, 27-(20.7), C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
EXPRESS REVIEW PROGRAM
Dear Mr. Patsey:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 181 linear feet of perennial streams and 11,685 square feet (ft) of protected riparian buffers
for the purpose of a road crossing at the subject property, as described within your application dated April 2,
2004 and the additional information dated April 14, 2004. After reviewing your application, we have decided
that the impacts are covered by the N.C. Division of Water Quality (DWQ) 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 have our approval, in accordance with the attached conditions and those listed below, to
temporarily impact by excavation, or otherwise impact 98 linear feet of stream and 19,630 square feet (ft) of
protected riparian buffers [580(ft2) parallel Zone 1 impacts] for the purpose of constructing utility lines at the
subject property, as described within your application dated April 2, 2004 and the additional information dated
April 14, 2004. After reviewing your application, we have decided that the impacts are covered by the N.C.
Division of Water Quality (DWQ) General Water Quality Certification Number 3374 (GC3374). The
Certification allows you to use Nationwide Permit 12 when issued by the US Army Corps of Engineers
(USAGE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers
per 15A NCAC 26 .0233. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid 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).
In addition, you must follow the conditions listed in the attached certification and any additional conditions listed
below.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
_._ ___ ,___ . _ ..... -...n nnnn 1-.1 -- uwn,..... +. +, nn nc/nnu,n}Iflnric
V
John Weiland Homes
Page 2 of 4
4/22/04
Conditions:
Mitigation must be provided for the proposed impacts as specified in the table below. We understand that
you wish to make a payment to a fund administered by the NC Ecosystem Enhancement Program (EEP) to
meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet
the mitigation requirement. This contribution will satisfy our compensatory mitigation requirements. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program),
no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted at
[phone] if you have any questions concerning payment into the EEP. You have one month from
the date of this approval to make this payment. For accounting purposes, this Authorization
Certificate authorizes payment into the Riparian Buffer Restoration Fund to meet the following
compensatory mitigation requirement:
Compensatory Mitigation River and Subbasin
Required Number
Stream 1:1 181 linear feet 03-04-02
Buffers (3:1) 580 x 3 = 1,740 (square 03-04-02
feet
2. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample deed notification can be
downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
3. 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. If this project requires 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. Any reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
4. 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 Preconstruction Notice Application. 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.
5. Pursuant to NCAC 15A 2B .0233(6), sediment and erosion control devices shall not be placed in Zone 1 of
any Neuse Buffer without prior approval by the DWQ. At this time, the DWQ has not approved the use of
sediment and erosion control devices in Zone 1 anywhere on this project. Sediment and erosion control
•
John Weiland Homes
Page 3 of 4
4/22/04
devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not compromised and that
discharge is released as diffuse flow.
6. The outside buffer, wetland or water boundary as well as along the construction corridor within these
boundaries approved under this Certification shall be clearly marked by orange fabric fencing for the areas
that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities
to ensure compliance with 15A NCAC 2B .0250.
7. This Certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone
except for permitted areas associated with culvert conditions.
8. The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer
system regulations.
9. Stormwater management structures shall be constructed and maintained according to the plans submitted
in the March 19, 2004 application.
10. All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream
buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC 2B
.0233(5).
11. During the construction of the project, staging of equipment of any kind is not permitted in waters of the
State, or protected riparian buffers.
12. The dimension, pattern, and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be
restored to natural geomorphic conditions.
13. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or
greater than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch diameter or larger
should be buried at least 12 inches below the stream bottom to allow natural stream bottom material to
become established in the culvert following installation and to provide aquatic life passage during periods
of low flow. This may require increasing the size of the culvert to meet flow conveyance requirements. All
waters must flow through without freefalling or damming on either end of the culverts during low flow
conditions, to maintain aquatic life and/or fish passage.
14. Any riprap used must not interfere with aquatic life passage during low flow conditions.
15. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water.
This will lessen the chance of altering the stream's water chemistry and causing a fish kill.
16. Heavy equipment must be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
17. The presence of equipment in the channels must be minimized. Under no circumstances must rock,
sand or other materials be dredged from the wetted stream channel under this authorization, except in
the immediate vicinity of the culverts.
18. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
19. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction. All protected riparian buffers impacted by the
placement of temporary fill or clearing activities shall be restored to the preconstruction contours and
revegetated with native woody species upon completion of the project construction.
f
John Weiland Homes
Page 4 of 4
4/22/04
20. 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.
21. 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. Please send photographs upstream and downstream of each culvert site to document correct
installation along with the Certificate of Completion form.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or coastal Area Management Act Permit. 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and
the Neuse Riparian Buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions,
please telephone John Dorney at 919-733-9646 or Debbie Edwards at 919-733-9502.
Sincerely,
Klimek, P.E.
C WQ, Directo
Attachments: Certificate of Completion
GC 3402
GC 3374
Cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
Steve Mitchell, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 04-0544
o?o? w A r?9p?
? r
D `iii? -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 17, 2004
John Weiland Homes
Attn: Justin Patsey
101-A Quails Field Ct.
Morrisville, NC 27560
Subject Property: River Run (formally known as Falls Landing)
Notification of Compliance-Express Review Program
Dear Mr. Patsey:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 04-0544
Wake County
On April 22, 2004, you received an Approval of a 401 Water Quality Certification and
Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233)
with Additional Conditions to impact 181 linear feet of stream and 11,685 square feet of
protected riparian buffers for the purpose of a subdivision at the subject property. On
December 16, 2004, a 401 Compliance Evaluation Inspection was conducted on the subject
property.
This 401 Compliance Evaluation Inspection is required through the Express Review Program.
This letter is to let you know that there were no violations noted during the Inspection. If you
have any questions, please telephone Cyndi Karoly at 919-733-9721 or Deborah Edwards at
919-733-9502 in the Central Office in Raleigh.
Sincerely,
Cyndi Karoly,
401/Express Permitting Unit
CBK/dae
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
040544RiverRun(Wake) EXP+Comp
No ehCarotina
atura!!y
Filename
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: htto://h2o.enr.state,nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
DWQ Evaluation of Site and Waters from NPS Activities Record Number 00278
.. affi-06
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
1 800 623-7748 [phone]
401 number SP 04 0544
Type of
inspection
® 401 CEI []'Buffer Complaint
? Storm Water Permit CEI ? DWQ follow-up Inspection
? DLR./ Local -AgencyReferal ? Other
? DFR Referal
b Wetland Complaint
? Stream Complaint
Region RRO
County Wake
Basin Neuse
Stream class IC
Inspector Edwards/Albiston Receiving 303d listed streams ? Yes N No ? N/A
Waters DWQ trout listed ? Yes N No ? N/A
stream
Date of 12/16/2004 entry time 11:00 AM exit time 12:00 PM Latitude
inspection
Falls of Neuse Road, approximatly 1/4 mile south of the Falls Lake Longitude
Location Dam Poperty tax id # 1729-54-9638
Tract Name Lowrey Tract
Nearest
cross roads Violations/Concerns
Protect Under Project type Subdivision
status construction
Acreage O <1 acre Q 1-5 acres QQ >5 acres
76 acres Expected
Estimate of CProject
Acreage Completion
Approved S&EC Plan N Yes ? No tl!N/A
Justin Patsey?
101-A Quails Field Ct.
Morrisville NC 27560
Contractor project needs other ? Yes ? No ? N/A
DWQ permits /certs
Does visit prompt NOV? ? Yes El
No ? N/A
Contractor Contact
Phone I _1 NOV Date I? v?
.? _ Support
Owner's
Name
Address
city,
State,
zip
Inspection
Summary
® None to report
® Verify 401 certification approval see:, (p.2)
?`401 certfication see: 401 section (p.2)
Wetland std. see: wetland section (p.'-,)
? Buffer std. see: buffer section (p.3) [
? Water supply see: watersupply (p.3) I
? Stream stds see: stream standard sec (p.4)
? Permit violations (NCG01) see: perm t sect.(p.4)
Follow-up with 401, DLR, DFR, local agency-
!
other
Documentation
? Copies of Land quality inspection reports/files
? Copies of Permit or 401 monitoring reports
Q Photos
? Stream Samples
? None
? Other
.......................................................................................................................................................................................................--............................
1 ..
Verify 401 Certification
Confirmed by ACE ® Yes ? No ? N/A
Date of ACE confirm
Stream impacts
Wetlands impacts
No
certification
comments
please continue
to wetland std.
section (p.3)
? None to report/ <50 feet
? <150 feet of stream impact
® >150 feet of stream impact
? 150 feet of perennial stream impacts
® None to report
? < 1/3 ac.wetland
? 1/3-1.0 acre of wetland
? >1.0 acre of wetland
Record Number 00278
401 cert. required ® Yes ? No ? N/A
? Loading ? Others
Type of stream ® Culverting
impacts ? Relocation
? Flooding
Type of wetland ® None to report ? Dumping
impacts ? Filling ? Ditching
? Pumping
? Flooding
.............................................................. .....................................................................................................................................
.............................................................. ...................................................................

Projects with 401 Certification
Proposed project has not started: date proposed
Project development in process: date est. complete
404 national permit # 12 & 39
401 wetland impacts
Project work complete
Type of wetland impacts w/401 cert.
® None to report
? < 1/3 ac.wetland
? 1/3-1.0 acre of wetland
? >1.0 acre of wetland
? None to report ? Dumping
? Filling ? Ditching
? Pumping
? Flooding
? Yes ? No E] N/A
wetland impacts beyond
authorization estimate
acreage
stream impacts
401 stream impacts Type of stream impacts w/401 cert. beyond authorization
? None to report/ <50 feet ? Loading ? Others
? <150 feet of stream impact ® Culverting
® >150 feet of stream impact ? Relocation
? 150 feet of perennial stream impacts ? Flooding
Wetlands and streams certification conditions
Mitigation required ? Mitgation plan implemented ? Other...
WRP option ? Stormwater plan required
WRP payment received ? Stormwater management plan approved
DWQ mitigation plan required ? Stormwater Management plan implemented
Mitigation plan received ? Deed notification requirements
Mitigation plan approved ? Deed notification implemented
Additional
conditions and other
comments
2

..........................................................................................................................................................................................
......... A
................................................................................................................................................................................ .........

please continue to wetland
std. section (p.3)
Record Number 00278 - - - 4--1
Wetland Wetland confirmed by ACE ® Yes ? No ? N/A Date confirmed ACE
Standards 401 cert. required ? Yes ®No ? N/A
Type of impacts ®None to report ? Dumping
® None to report ? Filling ? Ditching
Wetland impact ? < 1/3 ac.wetland ? Pumping ? Other...
? 1/3-1.0 acre of wetland ? Flooding
? >1.0 acre of wetland Noticeable substances in amounts which cause adverse impacts to
wetlands 28.0231 (b)
Have you noticed impact(s) which preclude any of the below
uses of wetlands. Identified uses 2B.0231 (a) Is there evidence of liquids, fill or other ? Yes ® No ? N/A
Hydrologic functions
Stormwater retention and
storage
Filtration or storage of
pollutants
Shoreline protection
Habitat for aquatic
organisms
Habitat for wetland
dependent wildlife
Wetland
Standards
comments
? Yes ® No ? N/A
? Yes ® No ? N/A
? Yes ® No ? N/A
? Yes ? No ®N/A
? Yes ® No ? N/A
? Yes ® No ? N/A
? Yes ® No ? N/A
? Yes ® No ? N/A
? Yes ® No ? N/A
IN Yes ? No ? N/A
? Water currents I'
? S and E control
Water temperature
[3 Chemical, nutrient, O regime'
? Aquatic fauna
© pH [
[] Water levels
? No measurable impairts present
? Other...

Riparian Buffer Zone Buffer Rules
Confirmation of stream subject to the rule
Neuse and Tar-Pamlico
Buffer impact zone 1
Estimate of linear
feet of buffer
impact
Estimate of acreage of
mean width of buffer
impact
Buffers use observed
® Neuse ? Tar-Pam ? Randleman ? Water supply watershed
® Topo/Soil Survey ® Topographic map
® Site specific conditions ? Local gov. map
IN Yes ? No ? N/A
Is there evidence of
floating/submerged debris, oil
Is there evidence of
materials producing color,
nrinr tq ztP
Is there evidence of toxic substances
Is the biological (flora, fauna)
integrity maintained
Does the impact(s) alter the natural
hydrological conditions of the
wetland(s) to such a degree in which
the wetland(s) now fail(s) to support its
biological and physical characteristics.
Occurred alterations with: (Please
check any)
Buffer impact zone 2
Estimate of linear
112 feet of impact zone
2
Estimate of acreage
7,094 of mean width in
zone 2
Buffer use designation
Randleman Watershed and Water Supply Randleman watershed local gov
jurisdiction
DWQ notification of ? Yes ? No ? N/A Local progr?
local program
Buffer comments
3
® Yes ? No ? N/A
111)
A GQ 1
Q Exempt Q Allowable w/ mitigation
Q Allowable Q Prohibited
? Yes ? No ? N/A
response ? Yes ? No ? N/A

Record Number 00278
Stream Standards Stream present confirmed by DWQ Is Yes ? No ? N/A Date confirmed
Stream Impacts ? None to report/ <50 feet Type of stream impact ? Loading ? Others
? <150 feet of stream impact ? Culverting
? >150 feet of stream impact ? Relocation
? 150 feet of perennial stream impacts ? Flooding
Alleged types of
water quality
standards
violations:
02B.0211
Stream
standards
comments
? Best Usage ? Deletrious substances ? Oil/petroleum
? Dissolve Oxygen ? Color ? Debris/refuse
? Floating solids ? Other wastes ? Other...
? Settleable solids ? pH
? Sludge deposits ? Temperature
? Oils ? Turbidity

Is a permit required ? yes ? No ? N/A
'
Permit Conditions for this activity
?
Are control devices
S&E Plan approved ? Yes E] No E] N/A inspected after storms
' ? yes El No ? N/A

? DLR (>0.5
per 24 hr. rain event)
S&E plan approved by ? Local program
? DOT Are visible monitoring data ? yes ? No ? N/A

Implementation of
? yes ? No[] N/A available?
S&E Control plan
Is a rain gauge on site
? Yes ? No ? N/A
S&E control plan on site ? Yes ? No 0 N/A
Occurrences when Are basins maintained ? Yes ? No ? N/A
DLR found site not in ? yes ? No ? N/A
compliance
Noticeable petroleum Off site sedimentation present ? Yes ? No ? N/A
discharges ? Yes ? No ? N/A
Off site sedimentation events ? Yes ? No ? N/A
Consisten
t with
Consistent with recorded
t ? Yes El No ? N/A E] None
EPA
requirements
for herbicide Deposition of sediment
? Slight <1 inch
,
pesticide and in water bodies (waters)
? Moderate 1- 4 inches (interspersed)
fertilizer use ? Severe >4 inches (covers bottom)
Construction waste ? Yes ? No ? N/A Linear footage of stream ? None to report/ <50 feet
disposed properly impacts ? <150 feet of stream impact
? >150 feet of stream impact
Are controls inspected
? yes ? No ? N/A ? 150 feet of perennial stream impacts
weekly? 2/week if 3034
( Anticipated noncompliance
listed for turbidity or events reported ? Yes
El No
? N/A
sedimentation)
Permit
comments

4
WITHERS L1? RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
November 15, 2004
Mrs. Cyndi Karoly
NCDENR
Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: River Run Subdivision Phases 1- 5
(Previously known as Falls Landing)
DWQ Project #04-0544
Subject: Notification of Commencement
Dear Cyndi:
QIN 6251,20eRp
NOV 1 5 2004
DENR - WATER QUALITY
WWFUNDS AND ST0ftQ1R- BRANCH
We are in receipt of your November 2, 2004 letter regardingthe "Notification of Construction" condition that
was placed on the 401 Permit for the River Run project. Please find attached a copy of the letter that we had
previously provided concerningthis issue. Withers & Ravenel had forwarded a copy of the attached letterto
your office on or around June 2, 2004 with the expectation that construction within the permitted section of
stream and stream bufferwas imminent. With hindsight we can now say that construction began in this area
on June 3, 2004. Please accept this additional copy of our original notification along with our apologies for
not ensuringthat your office had in fact received the original correspondence. We have made arrangements
for this current correspondence to be delivered directly to your office via courier sothatwe may ensure there
is no further delay. Please note that we expect to complete paving of the roadway that will be crossing the
impacted stream within the next thirty days. At that time we will submit our Certificate of Completion along
with the required construction photos.
Should you require any further assistance with this matter please do not hesitate to contact us or John
Wieland Homes at any time. Thank you for your continued assistance with this project.
Sincerely,
WITHERS & RAVENEL, INC.
Mark A. Altman, PLS
Construction Services Manager
iii MacKenan Drive i Cary, North Carolina 27511 i tel: [phone] fax: [phone] i www.withersravenel.com
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
June 2, 2004
Mr. John Dorney
NCDENR
Division of Water Quality
1628 Mail Service Center
Raleigh, NC 27669-1628
Re: River Run Subdivision Phase 1
(Previously known as Falls Landing)
DWQ Project #04-0544
Subject: Notification of Commencement
Dear John:
Pursuant to the 401 Permit for the project referenced above, please consider this to be the required
notification of our commencement of construction for the stream crossing that was approved with this
permit. Withers & Ravenel, Inc. will be serving as the Construction Management firm on this project and our
personnel will provide oversight of all construction. This includes the installation of the 72" culvert that has
been approved by your office as an acceptable stream crossing for this project.
Should you have any otherconcerns with this matteror should any issue arise duringthe construction of this
project please do not hesitate to contact us or John Wieland Homes at any time. Thank you again for your
assistance with this project.
Sincerely,
WITHERS &-RAVENEL, INC.

Mark A. Altman, PLS
Construction Services Manager
ill MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone] i www.withersravenel.com
A F1.1?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 2, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Weiland Homes
Attn: Justin Patsey
101-A Quails Field Ct.
Morrisville, NC 27560
Subject Property: River Run (Falls Landing,rphases 1-5)
EXPRESS REVIEW PROGRAM NOTIFICATION
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-0544
Wake County
Dear Mr. Patsey:
On April 22, 2004, the Division of Water Quality (DWQ) issued y6 Water Quality Certification to
construct the proposed subdivision. Within the Water Quality Certification that you received there is a
condition that reads:
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.
This its a part of the Express Review Program that is required to ensure compliance during construction
and post construction. Therefore, if you have begun construction on your subdivision, you are required to
notify this office in writing by November 16, 2004. If you do not notify this office in writing and
construction has started, you are in violation of the Water Quality Certification Rules as required by 15A
NCAC 21-1.0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water
Quality Certifications issued within the Express Review Program. Please call Deborah Edwards at (919)
733-9502 if you have any questions regarding this matter.
Sincerel ,
Cyndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Todd Preuninger-S&EC
DWQ Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
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2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands Naturally
An Equal Opportunity/Affirmative Action Employer - 500% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE APR-23-2004 FRI 06:39
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 5/5
START TIME : APR-23 06:36
ELAPSED TIME : 02'48"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PF,RMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
WetlandtdQl Unit
Simi Addreea: 2321 Crabtree Boulevard, tiuite 250
Raleigh, NC 27604.2260
Mating Address: 1650 Mail Sctvicc Center
Raleigh, NC 27699-1650
Contact Informadon: Pbouc 4: 919-733.0203
Fax A: 919-733-6893
Fax To: Todd Preuninger, S&FC Fax ti: 919-846-9467
folio Weiland Homes 919-481-9157
Company: Soil and Environmental Consultants) 1)ate: t -,-
Proied Name: Falls Landing 1 ?41fit/ (2u,-
Number of pages Including cover sheet: T,j
Notes or special Instructions:
The original will he sent in the rnail. Tf you have quostions phase call Beverly Strickland at 919 733 3176.
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SENDING CONFIRMATION
DATE APR-23-2004 FRI 06:35
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 5/5
START TIME : APR-23 06:33
ELAPSED TIME : 01'18"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Addrew:
Matting Address:
Contact Information:
Fax To: Todd Preuninger, S&EC
John Weiland Homes
Company: Soil aiYJ Environniental Cunsu
2321 CLatnme Buulevard, Swte 250
Raleigh, NC 27604-2260
1650 Mail Service, Center
Raleigh, NC 27699-1 6 50
Phone #: [phone]
Fax #: [phone]
Fax #: [phone]
919-481-9157
Ituts Date: !
Project Name: Falls Landing /P I ev
Number of pages including cover sheet: #,_j
Notes or special Instructions:
The onginal will be sent it, the mail. If you have questions please call Beverly StNckland at 919-7.7:1-3176.
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EXPRESS PERMIT REVIEW PROGRAM
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address:
Mailing Address:
Contact Information:
Fax To: Todd Preuninger, S&EC
John Weiland Homes
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone #: [phone]
Fax #: [phone]
Fax #: [phone]
919-481-9157
Company: Soil and Environmental Consultants Date: L
Project Name: Falls Landing /P? I& ??'t''-
Number of pages including cover sheet: T S
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Beverly Strickland at 919-733-3176.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
LETTER OF TRANSMITTAL
THOMPSON & ASSOCIATES, P.A.
NEW LOCATION
153 Holly Springs Road
Holly Springs, NC 17540
Phone: [phone] - Fax: [phone]
lP
Nvi s ioo bF Lk ATEP, b-'-314%U'fy
Z3z.1 CeA6TeaE 'P, Vb .
(Z.A(LEJ644 , NC 25K01t
WE ARE SENDING YOU:
Shop Drawings
Copy of Letter
Attached
Prints
Change Order
DATE: 4 114 Q JOB NO.:
ATTENTION:
RE:
ive:fZ ?uN
Under separate cover via
?Plans _ Samples
Other
COPIES
4

O

ESCI2II'TION 1M

ME* r G t
01% W66E: MEIS Maab 2-- 6)
2 APR 14 2004 J cav & -'

THESE ARE TRANSMITTED as checked below:
kl? For Approval
For Your Use
As Requested
For Review & Comment
FOR BIDS DUE
Approved as Submitted
Approved as Noted
Returned for Corrections
Other
20
PRINTS RETURNED AFTER LOAN TO US
t
REMARKS: I I Y, N t V.-_bQ G-n n ti S (c)F S ^ Go I -7-
Copy TO SIGNED
the following items:
Specifications
Resubmit Copies for Approval
Submit _ Copies for Distribution
Return Corrected Prints
1
If enclosures are not as noted, please notify us at once:
19
THOMPSON & ASSOCIATES
153 Holly Springs Road
Holly Springs, NC 27540
Division of Water Quality
Attn: Debbie Edwards
2321 Crabtree Blvd.
Raleigh, NC 27604
Re: DWQ Project No. 04-0544
River Run Subdivision
Dear Ms. Edwards:
WETLANDS/ 401 GROUP
/APR 1
WATER QUALITY SECTION
April 14, 2004
Our office has addressed the comments, dated April 8, 2004, for above referenced project. In
order to satisfy some of your concerns about the constructability of some of the lots, the total
number of lots was reduced to 170. All sheet shave been revised to reflect that number.
Also, 13 of these lots will only have a 50' x 40' building footprint. The footprints are outlined on
sheets 2 thru 7.
Since the total number of proposed lots went down from 188 to 170 I included the revised
impervious surface calculation plan (sheet 7). The impervious surface percentage is now down to
26.84%.
The comments were addressed as follows:
1. Please note that the entire lot layout has been revised. Lots formerly labeled 5, 7, 10, 11,
12, 12, 14 are now lot #'s 4 thru 10. Lots formerly labeled 22, 23, 28, 29 is now lot #17.
Lot formerly labeled 38 and 39 are now lot #29. Lot formerly labeled 57 and 58 is now
lot #46. Lot formerly labeled 85 and 86 is now lot #71. Lot formerly labeled 187 and 188
are now lot #170. New lot #'s 5, 8-10, 41-43, 54, 74, 75, 127, 148, 149 are showing a 50'
x 40' footprint. Please see sheet 7 for footprints and setbacks of these lots. The remaining
lots will have the 55' x 45' footprint as previously submitted. Also, there will be no
impacts on the riparian buffer during construction of these lots.
2. Lots 187 and 188 were combined to one lot (#170). This lot will not have access from
River Run Subdivision. Access will be provided from the existing cul-de-sac (Tabriz
Point) in Falls Pointe Subdivision to the east of the property. There will be no additional
stream impact.
PHONE: [phone] FAX: [phone]
It
3. Level spreader #'s 1-3, 5-7 and 9 have been revised so that the flow is perpendicular and
more towards the center. The proposed home on new lot #10 near level spreader #1 has
been moved away from the spreader. Level spreader #2 is now outside the building
footprint for new lot #17. All level spreaders will be maintained by the future home
owners association.
4. a. The sanitary sewer easement on sheet 5 has been revised to be the same as on the
wetland impact map.
b. The sanitary sewer easement on sheet 4 has been revised to be the same as on the
wetland impact map.
c. Sheets 4 and 5 have been revised accordingly to match the impact map. There are no
additional impacts for the sewer other than shown on the wetland impact map (sheet 1).
This should address all the comments as best as possible. Please don't hesitate to call us,
should you have additional concerns or questions.
Sincerely,
Regine I. Stecker
Thompson & Associates, P.A.
007/012
0;./24/2004 15:33 FAX WETLANDS/401 GROUP
APR 14 2004
WATER U
ovQrroIectN. SECTION
,
nMSION OF WATR aUALM . LEM SPRL:AOER WORKSHEET
1. pR4JECT INFORMATION (ple"a co to the klowing information):
Project Name! phoee Number
C00W Person,
level "adu ID;. er l
Level Spreader Length _ tar to now
ainage to the tavei sprea•9et
? via, (oh-?' o and oft-slte d )
age Area .2 ac. (On.elte and off site dralftiage to dw level spreader;
DImpramervious Area 1 ?--_? 96 (b''!'e tOr forested leaf %W Cover, d96 for thick grotrnd cover)'
Maxim Fitter Sbipl6Vft Slope g.0
grass
Mex. plooharga from a 10 Yex Sturm ? 4.4 3 _- di
Max. oboh?e to Leal Spreader (thick ground weer or grass, ox*d rarest with leaf letter
Filter StrlpSuffer Vegetation groundcover)
Pre-trea trnent or Bypass MeW l
p, REQUIRED ITEMS CHECKUST
rr e
initial In the $pea provided to ptd'rcate tha following -desip requirements have been met and sl;ppa*g docum iedudes
regal In Owe has nor been blot, sff*M on explandW Of why. At a minknUm, 8 complete stwnw8ter managenten p
b worksheet for 00 BIV, design CWV*=' f shuwltx} aM BMi'g and outlol structure detaasr a detailed
on and malntenance agreement. An ir>complete suWOA package will result in a request for
drain p=an and a tuAy executed opens
additional inwmodm and va whstantialty+ delay Inai review and approval of the p'0?
nts In'
spreader is at feast 13 ft. per d$ for t& 9rouW Cover or grass or 100 ft Per cis'r? ravied forestvr;th teat
Lem
litter.
Pre•Form Scour Holes ore on flat UvP" only
Flo stnrrmm we located In votedW buffers'
rf bypass mett50d specified in the f)r8R Level Spreader Design 000 Document;
?Bypo method is spedfied V applicable) end plan Wags and cslWad d Ofe a ate from the bypass
p• Io 1,M spreader and subsequent (titer drip is hydraulic?tlfy spa* p
dttcrrerge.
No strrxfto ore located in protgged buffers.
peen Wells for the bypass end ovllets are provided. re our.
Tire ?? IN ttewce agreement ine mid notarized by ft respxible party is prwidea
The operation and n,ainterlance agrsen+ent o tdgned a
to 2595 in 13rees
'level spreaders In seas c?+be used onsbpes of up 10 15% in forested rlroas Wh leaf W&r cover or on atopesof up
Le thick round cover ar gr3C0 if desgrted soootd4lg to the Dfalt LOW 4ma* Do* option powmenl Thla po?oly requires a
with rid laws 9<xeaderesntiot to Iocaed in Zune l or a protected butler
minorv lance In prvU&d busier areas. In my 'svedt ft seoo

LAII 1J/ LVVY - a I
03/24/2004 15:34 FAX
007/012
Dn Project No ()q - ds 4L'
-
nMSION OF WATER gjAL.IIY • LM SPREADER VIORKSMEET
1. PROJECT INFORMAT
Project Name
CwIted Person. ..??
Leval spreader ID.. * 2
Level Spreader Length
Or6nage Area
Imper* w Area
mw um F'fler ,'W? Slope
l
the flowing information):
prone Number.
?-V
4- It
-1.5
k,.
?•
_?. g-%
Max, Dioohsrga from s 10 YON Stain 6.910 *
Max. Oiocharge to heel Spreader cfs
filter $[rMplf3cdfer Yepetation
1-11
Pre-tre*rwnt or Bows Method
(perpendicular to fl*
(,,,AD and on-Ae drainage to the level spreader
(M.Ote and ofFsite dralnege to tte level spreader
(6% for forested leaf MV Cover, 9% for NO ground cover)'
(W* ground cover or grass, oxpied rorast with 1021 letter
groundcover)
IL REQUIRED ITEMS CHECKL1157
ements nave been ,it and supporting docesne^t°W is attached. ft e
In'dat in the space Provided to krdk2te fm fdloMirn9 design regain t wand includes
W, affso on ezpW#Uon of why. At a minlmum, a complete 2torrnwatar rnwM rnen plail+
""'119 as BW$ and "at shucburl? details, a detailed
raqukpment has not Deem m
- s-worksheet for each f3MP, desgn , aM ? itrcompleie sutxr+l package -WO result in a request for An o
drSnop Ixan and a fully executed openlwon and atainter+M aWeemen
inrormstlon rx+d vAq sulntant* delay final review and ap "", of the project
its Ir?'
spreaderb el least 13t per txsfor thickgroundcove( or grass or-100 h pet cis in canopied fvrsst Wth leaf
Level
iitler.
PmForm Scour Holes ere on fiat 5191)" 0*
No gnrriirrra era foceted fn protected Iwfters'
g bypas method 89"'fied in the" Law Wee* Deslgn Cpdm Bypass rMaW is spedlied m applicable) and plOmmmt
an details and colt abons ere tx4vrded from the bypass
DischwV to level SMWW No sut?eWMA filter strip is hydraulogly and spedaliy saparato
dtrcharge.
No strtuctunts one located le prptedad buffers.
Pion detelis for the V= and Mets are provided. aur.
The operation end mairtten2nos f9men"t Wudas annual erosion xrd veoetabon is provided
The operation and maintenance agreement Opwd w-4 notarized by the respOndible Pal'
o(u to 15% in Wsted areas wb leaf miller cover or on mopes of up to 25% in wens
• level spreaders In arises can be used On skpes to the Oran LeW Spreader Oe4 Option Document. This po6erOlY "? a
?
proOw or gr
teeled butiert aroes1n ?y s? the sectlhd laves apRader cannot 00 located in Zune 1 d 8 protected buftf
OnV h thick va ground
wK
Ul/ 4: 1 GUUY
D3/24/20Q4' 15:33 FAX
DM Project No ©-T
nMSlt' N OF WATER QUALITY . LEVEL SPREADER WORKSHEET
007/012
I. PikOJECT INFORMATION (POW complete the following information):
ProjedName' _ S t?}»r?eNumber 1??,jl`i } S}}'O
Cootaat Person:
Level spreader 10: , 3
q
Level Spreader Length a.. W wotar to bows
co-Ae drainage to the level spreader
Drainage Area ac. (on-09 end o(i, kg dralrtege to foe level spreader
impeMous Area g O % (t39b for forested, leaf Pser cover, b% far Ift VWA cover).
mule um F'Oer Stripr6tffer Slope ------?
Fm
Mex. DO*wge from 110 YM Storm 6 • g
Max, Dwherlr to Lwel Speeder cfs Mmst with leaf letter
rrfl SS _ (thick ground cover or grass, cano0i?
Filter Spiplaulfer Yepetatan grourxk;wer)
Pre-treadnent of Bypass MOW
II, REQUIRED REVS cHECKUsr
eAts nave been mat and suppo&gj doo unert on is ettached. It e
in" In the speee pravdW fo fodcatf! 11m bAOMirM de3iF em to storm Aw management 10m o Includes
roqu4rmenr has nor bem nraf, mu h an explanogm of why. At a min ""- a comple
for each ( IPA design cokulatm, Plane IM om showuig as BAAi's and pawl rg dMah. a detailed
An 114OMplete'subrt+ittal package w Wit iU result in in g a request for
11
n dr9i worksheet
plan and awed O Waged a ag at
additionpi informodor+ a<+4 wet whm mll* delay y fina gnig l mvie review and appro pproval of the project
,cants In' cover or gross of 100 ft per cis in Canopied krast with leaf
W3,
Level spreader k at least 13 ft. per Cfs for thick ground
Utter.
ft+orm smj Boles are on flat Woo DA1Y
'
' No sotmraa n located In protected WW
W
tl bypas memod ePedfied in the IJre(t baud Sproa4er Deolpn option 000"I
$ metl'ad k epWf+ed Ig appliM bk) sod plan detail and CelcWao d Am p ate from the bypass
p•?f o lerpl spreader artd sub5egtrant AlfAr Rbrip is hydcauticaM Pte'
dt?d?age.
No a be*d jB pr*,Oed buffers.
details for tl?e bYP and odYets are provided. aur.
7W dam 4M MOWN= oyrndnet?t inducts ? ' by the reaPoASib1e DDS' Is provided'
Brie operation and maiotem= agmement ttspned
urhdt leaf tilJllvr cover or an slopes Of up to 2S% in areas
' Level spreaders In lairs can be used on slopes d up 15% in forested a 0 lion DooamIn' I's pore "'y r W'ms a
WW W Ih;* ground cow or grj o If d"Wod aoeotdbtp to t t* Dfall l dV6t Spreader n t* Od to ZUM 1 *I e Peed buffer wa.
mina variance In pwoecled btrftWGS• 1n 111nY vent" secnrid jowl eprGadc .
V1/ IJ1 GUv" a.... - I
03/24/2004 15:33 FAg
t. pROJECT INFORMATr
f Name! r2-W
Cor+tnct Person:
Lend "aderID..
1@0071012
DM Project No O(4 ^ 0 5 44
nMSION OF WAIM QUALITY • LEM SPREADER WQRKSHEV
(plug complete the folowin9 in(orrnetion):
phone Number
(w+-W' Ier to flow)
Level Spreader Length Z ac, (WAG and oft-pk drainage to the revel spreaaet
Drainege Area -?' (on-Ate and of 40 dralrOge to the level spreader; ?.
Impervious Area Q. O -' (6% or brested, leer Eder cover, 6% is thick grw1d ?
Msxri um Fitter Strioftft Slope
PC
Mew, Dlooharge from a 10 Y'ar StM at Cb
Max.Dbc1?erget0levelSpreader r,ja,L.ZZ cis
Filter St*ffluffer Yepetabion GAj1 _
Pte-treaianent a 9ypass Meted
(N* ground cover or grass, OMPW forest with leaf litter
groundcovet)
II, REQUIRED ITEL% CHECKUST n e
ants have trees mat end supporting dmwentetian is attached
r.
jj4vl bArmthe e nt s haw ace p not been ed to rrlaf, aIndflACicath e on the explanadon pWn it?9 of design why, At miminjourn a complete *[mvAV managennant plan OmU includes
oqu y ,wia9 au BENS and oudat sVwwr a details, a detailed
package wig result in 8 request for
b ,hprlcsheet for ego BMP, design calwam, Pw$ W4 An i?mpbie "*W
drs lop Van and a"executed operafbn and maMtenance agreerrren
addit onol inforrnadon S-d vA auhstsndaiby "W final review and approval of the pray
,cants Iri
Level spreader is et feast 13 h. per cfs for thiok Wound cover or grass or 100 It per cis in canopied forest with leaf
Utter.
pre-Form Scow Holes are on fiat dopes 0*
No $01rtrraa are looeted In protected buffets'
K byp"s meMcd speafiW in the UreR Revel *a* Design OpdM UoaMn Mr
Bypass n+ MW is spedfied V Wpl;oabie) and plan detail aril celoul8end Sara Pr ate from the bypass
p 70 level spreader and sub5equad Alton rdrip;s hydraufit?lty Pfs 1'
dt:zha?ge.
No ONCWM are located M plot 00 buffers.
Pier deWls for OW bypass and odllets are provided. a9r.
atw mairrterOM a9'?^t Includes anrwal erosion w d veodaiim rep ovided.
T opera and maintanence agreement reigned and notarized by ft resDoible party is Pr
,? ? ?tlvt cover a on slopes of up to 2596 in areas
'level spreaders In W(193 can be used on son of up b 1596 in forW9PSpmaader Oesk?n option Document. This poWoly requires 8
. wob IN* ground Dover or nrics if designed ao00rd41g to the Otatt LCV? ot be Iorated in Zune 1 of a protected buffet ?'
minor variance In protected butler am. to my eveet f6e second kvrl eproader Cann
Ul/ 1:J/ GUU`f -. i I
03/24/2004 15:33 FAX
007/012
DWQ Project No ". - O S
nnnsioN of WATER QUALM • LEM SPREADER VIIORKSMES
1. pRojecT INPORMATION
p*vt Nam,
C Person: _ P?eG l
t evvt "Oder ID. • # 5
Level Spreader Lenj;lh
Dr6nage Area
tmOMous Area
Mm, wm Filter SGip1Wft Slope
P"
fol"in9 information):
phone Number.
162 ft.
ea,
I- 4LL- ac,
Max. Dloottargo from s 10 ypx Storm
Max. DWhwge to lwal Spreader Z. cf$
Fiter Strilw9utler vegetation
Pre-treatment or Bypass Matt>od
(perpertdiader to (ow)
(oa.aita and df-site drginage to ttw kW spreader
(on-ft and of ,*0 drolnege to the level SPMSM)
(6% for forested, kad Etter cover, 6% for thick ground cover).
(Vi* ground cover or grass, canopied forest with leaf letter
groundw%w)
ll, MQUIRED ITEIIIS CHECKUsr
mot and supporting doe Me+gon is attached. It e
ants have been
laidal in the speoo provided to ktdicate the fotlowiM &Si?gn rsqun'em atamwater management Ow wb includes
mqukwnenr hag not beat mat. adfsO on ex?art#Wft of why. At a minkrwm, it wmpieto
colprlAMS, l" IM W60=d" "witg all OWS and outot sbvMre details, a detailed
- d 'worksheet- for eew BM de and maim rim agreement. An incomplete sut TAW paekags will retwk in.s request for
drtli!lage plan and a I uny e x nwted oparelbn
addidoncl infonnatm snd vM whstand* delay Anal review one val of flat project
wants
Ots IALevel spreader Is of least 13 ft per Os for 9 toyer or grtrss or 100 h per cu in canopied forest v'th leaf
lobar.
P(e-Form Stour Holes are on Aat 6110pes Orly
No ob+utm n toWX in protected WW
it bypdss memod spedfiW in the Draft Lewd Sprca4er D"IF OpdM DwAwt
gypea method is spedfied 0 applicable) and plan detail and caul d sam a 0te from the bypass
p p level spreader and subsequ«rd filter sMp is hy"k* Peddtichage.
No stmdwa we located in pr0Wed buffem
plan deWls for Ste bypass and oilers are provided. rear.
? ?? IN ? pg,?eeartent indude ? aiz b?yb the respOnsibVe p" is fx?•
The operation and maintertmce agreement oigned
level spreaders In sties can be used on slopes of up to 15% in forested areas wfth leaf fdtlar cover or on dopes of up to 25% in areas
d deskywd =Of ft to the Oratt L.eW Spreader Desk Option Document. This pots 1 ???a?
rvE9Cted brd dier areas- In any aventtho levant kw epCater esnnot tie located In Z" 1 o( a protected
miwithnorvthickariartoe ante In pcover or

03/24/2004 15:33 FAX
X1007/012
DM Project No n u
rIMSION OF WAyM QUALITY . LEM SPREADER WORKSHEET
I. PROJECT INFORMATION ( ase completethe fol"'ng information):
Project Name ' ?tR 1 S? - W o
poeNumber 8
Conn Person.
LsW "3der1D.. #
(perperOMW to flow)
Level Spreader Length (90-00 and off-site drainage to the WM spreader)
Dr*age Area -' ec. (an. ft end "M M dralriage to the level spreader)
Imper*us Area -' % (6% for brested, leaf No cover, 6% fa duck ground Cover)'
M=inwm Fw Sn*%ft Slope
PC
Max. Diooh 9a from 110 YPK Storm u-:---
Max. D*hsir to Level SReeder --Lt. 111:f_ CIS
Fiw Stripl offer Vepetaaon
(ttwck ground cover or grass, Car &d lwast with 1081' letter
OMMICOW)
Pre-treatment of Bypass Method
Ri:QUIRED ITE s CHECKUST
have trees met and supporting docume^teQ0f1 '? t< e
Initlai M the spew provided to Ind0te #M togewing design requirane m to stormyAor management plan 0"AW includes
roquw,,,, K hoc not been n W. effacri on explanO of why. At a rt>irikt>urtL "wing aM BWs and autat shzture data s a detailed
a worksheet for each BMP, '60*n cWWaft%. P1814 W An i?mplete sutxnit?l
dtdin package will result request
age plan and a IuV executed opel'ag6n and malrnten&Ve agrNmen
ardditn ;lan " vJiW suhsta ntislty (10W Anal renew and approval of the project
nts Irt or 1001't per efs in carwp+ed faest vAth leaf
-Level spreader (s at fast 13 It. W Cfa1br W* 9 cover or gross
Inter.
Pte-Form Scour Nolen are on N dopes 0*
NO $01mvpF ua tooted In protected buHer4'
1'f bypw memod spec fed in the draft LOW Spro54er Deslgn OP l Doawwt
Bypea McMW 9s trpedW m WON* end Plr deta's and celasatl d are pry to tram the bypass
Dlsc?up b level spreader xW subsegwd tar ctrlp is hycSrauGcMY sped*
dtacheige.
No ebruCwm ore Wo *d in 9MWed buffets.
Plan del ills for the bypass and octets are provided. OPMW to toakror iroa vqmww? includes annual erosion and vegetation The Weration an4 maintenance agmement timed and notarized by the responsibie party is provided'
• Level spreaders in aeries can be used on s4es of up to 15% In torosted groan vM feat Nor cover or on *pa of up to 25% in areas
to the Draft Level 9preadar Design Optaa Doottmenl. This pow l rMims 9k
with Ono( vx ground cover or graeo if designeid my mev a tte se=W WW wader cartnut t* located in Zane 1 of a protected buffor arm.
min varit?IOe In prvbE"taed buffer eceas. .
03/24/2004 15:33 FAX
DWO Project No Q - O y'
nMSION OF WATER QUALITY . LEM MADER MOKSHEV
1. PROJECT INFVR MA II
tee "odor 1D.. # the "owing inbrrnWW:
Project Nam! Contact Person, ..

Phone Number.
Level Spreader Length "2. it.
Rrasnage Area 1 'j I Q- pg.
Qs.
Impeftus Area ac.
Max.;nwm fRler SWWBvft Slope 9 S
FM
MM Dwherge from s 10 Year Stain ?
Max. OWMrge to Laval Spreader u?
Filter SWINSUffer Ye9et35M G-1 SO
Pre-t eaitrnent or BYP? MOOM -J--
1@007/012
(1xrPtar to flow)
( n.ao and o f-Ae drainage to the tev91 spreader
(on.ote end "a dralr?ege to the level spreader
(6% for bre*A leaf k'lder cover, $% for the "ind cover)'
(thick ground cover or grass, canopied fdrast witty leaf letter
groundcmety
ll, REQUIRED ITEfiAS CHECKUST Oan is attached- It a
awl in the space pr ants have been met and supporting documents
ovided to 1nd?cate tote (o>Io+Mq design ttormwster management plain t+? includes
roqukWnenr hap not been Rlaf, aft?Ch an expbnagorr? of why, At a mlrtlrtwrn, Complete as DW.3 and outlot stuctura details, a detailed -
b worksheet for each BMP' design coksJla6otts, plarK e? . incomplete sutxf>1?( paekegR WU result in a request for
droilop plan and a MY executed op"lon and Malplensnce agreement
ad;116*401'+jorm? end va suhttantialty decay Anal MIA" Ind approval of the PbMd
nts In' of or 100 ft per cts in canopied 1=9 vAth leaf
Level spreader IS 81W 13 %per d$ for W WMW covet 9
Inlay.
Pte-Form Scour Holes ere on Aet elopes 0*
?- No etnirt, tap in tooted In protected WW
M bypass meat epedfied in the [heft Urid $prw* 0081pn OPOM DoCUnlent;
Bype" rmepefied V appr abie) and plan detail and C01culadatS are pwrded from the bypass
DISChup b sp uftr and MWequerd AItOr Mp is hydraufiCSlly and spedah "Pereto
dtr.cnurgs.
No structM are Iocaled in prt>tf ed buffers.
Plat detells for 610 bypass and odllets are provided. M air.
?aw am maintenance e9n ament indudea annual erosion andvegetA M is provided
The operation and ITtiaintlrWO egmement Oped end noW* Y Ow ml)OMibie MV
C1015% in torvated woos wtth leaf W*f cover a on atopes Of up to 25% in areas
• Level cp In series can be used on slopes w reader DeSO Opdm DoxlMVL Thls p IY recp kw a
with thick g grwns round cover a g? V desgned waft, to the Do LCV61 9p cannot be Iocaaed In Z.une 1 of a protcded buRef axx?.
minor variance in powled buffer areas. to myeveaft second wM woaftr

03/24/2004 15:3? FAX
DWQ Proled No ®t'+. - ©SLfLl
n"SION OF WATER QUAt M .LEVEL SPREADER WQRKSHM
I, PROJECT INFORM
Protect Nam
CQnw Person:
Level Spreader Length
Dr*%e Area
,mpeftus Area
M imam utter Sb'i %ft Slope
VOW
the following inlorrnatkm):
g-0
, %
Mex. D00horge from 110 YON Starr I . G4 . Cfa
Max. Diocher9e to Love, Spreader - CIS
FAtet Sp1pltiuffer VegetaW" r?re?as
Pre.tce*ment of Bypass Metfrod
Phone Number
IM 007/012
(perpetrdicular to flow)
(woo and off-SRO drainage to the level spreader
(on.elte end "a dralnege to the level spreader
(6% for bre.Sted,"Elder Cover, 6% fa thick ground cover)'
(to grourd rover or grass, owPied Imst vrtttr 198f icier
groundcover)
at and supporting documentetian4 d IrrAudes
II, REQUIRED ITEMS CHECKUSr rr a speft rovided to ktdreate Im ww nog deor requirements have been m en
initial
qy in the hav p affoh on dhon of why, At a mirr IPUM, a C=*te stamwater managem p
rdqurrete has not Deers mef, it C"Am plan: tt?td We0koWns "w"9 al DNt S and &Act slnio0ure deta0s, a detailed
worksheet for ea f t3MPw design t. An 0COMP1ete suWAW paoka9tt Wo ?eeult in a request for.
drairltK,Je f?+ and a luny exawted opersdton and maintenance agreeaten
additional infom4tbo and W whMandalty delay final review and approval of the project
,cants Iri cover or grass or 100 ft Per Cu in CanoPned forest VAth leaf
LOW spreader is at least 13 ft. per ds for tftiokt?roorrd
Inter.
P(e-Form Scour Holes ore on flat slopes only
? No soirow* ors located in proteded baHert
let the theft travel SprOW D"I r? Opdon D=nft
K bYp"S method iQedf>ed
Bypes1 meawd is specified m applicable) end plan detalls and cel d sam P( etc from the bypass
u p lp 1-M spN°adrx and subseTmft jlter Wp is hyd wk&N pa&*
dtschdfoe.
No a0nxt M ore bcated,n pr*ded btdf M
Plan detdls for the bypae' and odHets are provided. reair.
--? , to Mdr1larowe e9 Wudas annual or?osion rid vegetal p aovidea
The operation and mainterttmce agreement ogned and note by ft resMible party is
Leyd spreaders in smiea Can be used on sbpes 9 (up, to m in forested areas wkh leaf Wer cover a on slopes of up to 25%'n areas
cover 049md tf sooordAg to the Draft Levi Spreader Design Optirort Document. This potsWIY ?? a
with thick ground m or Vmw b SMOS In any evar?tft second Nyrtf header Dermot to located in Zune t of a protoded buffer ?.
rttlnor variartoa (n prvtt:Ctld .
C0 1/ 1.JI LVVV ?-•-•
03/24/2004 15:33 FAX
007/012
DM Project No QLA
n"SiON OF WATER QUALITY • LEVEL. SPREADER WORKSMET
1. PROJECT INFVRN
project Nam'
Contact Person,
L vvi spreader ID: , ?f
Level Spreader Length
DralneW Area
Impetvtous Area
Maxitum F'fter SG' %ffer Slope
the folowin9 inbrrnaaon)'

t?
Mex, Dboharge from s 10 Yprr Storm *
Max. Olodherge to lave{ Spreader cfs
Ester S*Butier Vegetation ire cs
pretreatment or Bypass Method /
phone Number.
(Perpendicular to flow)
(or••cito and o f-site drainage to the level spreader)
(on-Ott and gists d WMV to eto level spMaeer)
(6% for brested, leaf l Cover, 6% for tho ground Cover)'
(thick ground comer or grass, OxPled torast with lest litter
groumtover)
II, REQUIRED ITEMS CHECKUST Qan is attached. It e
Initlat in the space provided to indicate the ld*ng design requirements have seen met and supporting docu managemenmet plan omao irxdudes
rogakW1KW has not been MO. affaoh on expfanatico of why. At a mknknum, a Complete atorrny*tf lan
rw? all Bt?Af's and outlet strucaue details, a detailed
a worksheet (or each 8MP, dc*n calpula6otts, plans And °"s si'r' or a submkta( Pa&a9R will result in a request for
draid? plan and a fully executed operation and molntenance agreement An inc?ompbt
additional inloRnvdon and A suhmang* delay flnel review and approval of tt* project
ncants In {
Level spreader Is at least 13 ft. per CDs for M ground cover or gross or 1{10 K per cis in canopied forest with lest
Ift.
Re-Form Scour Holes we on Ilat elopes onhr
No sosttrag ra located in protetded Ihtd(ert
in the theft travel Sp Off, Design Op(10 Document;
I(bypaas metrt00 iQeCified
Bypen mettiod ii spedfied 0 applicable) and plan details and cow axons arts R ate from the bypass
Q tp to k-A sspuder subsequent Alter grip is bydraufiCally and P6 1'
dtichurge.
No sdvahess are bested in pr*aed buffers.
plan details for the bypass end Mete are proOdsd. repair.
?? ? ,nainlenarce eg?ment ind and an e by ft responsible petty is provided.
Tire operation and maintenance agnternent signed d
Dover Or at slopes of up to to 254b in areas
• Level cpreadets in series can be used on slopes o(up to 15% In forested arose VA lea( poamenl F poUP y ?? a
with thick ground cover or grits d de%Vod axOt fng to the Draw LOW 4 Cerhnt 08 i d in u 10hI Peed butter vs a-
Onor vanes In pn?? buft areas. In arty evens to second "spf+eaoe

)3/24/2oo4. 18:3 FAX
IM007/012
DM prnjed ©(4- C) `-rte
rnMSION OF WATER QUALITY • LEVEL- SPREAf3fsR WORKSHEET
I, PROJECT INFUR Tr1Yi
Project Name
Comes Person.
LOW "ader w:. # 10
Level Spreader Length
Dr*age Area
Impervloe)s Area
Mu wm Fitter SttipSVft Slope
g1w
the following inlormati n):

Max, DO*Ans from 110 Y!x Storm AE 6 CIS
Max. Diocharge to Level SPreadet
Fiter StdplBuHer Vegetation
Pre-t vatment or Bypass MOOd -?
phone Number:
(perpertdiCulsrto ({ow)
(p,.rito and off-slte drainage to the level SPreadet
(M.0te end atf :ate dtalr?age to the level spree")
cover).
(6% for forested, leaf Met cover, 6% for buck gra co
(tick ground cover or grass, OxPied "st with lest litter
gmundcover)
it REQUIRED ITEw CHECKUST
ants have been mat end supporting d=Mentetlon is I"dwd• tr e
Inim in ft space Provided to Indicate fits (otiONiu+9 design tequirertl to atamvueter management p1m wed indude3s
ngakwrwK hag not bW n*. aff oh en expfartdw of Why. At a minkTW, a Comple
tttuwirx} aM Be,'y and outlol strucburea deta?s, a detailed
a Slog sheet for eadr ?, r?Icul aM MOln%na?ntx? An incomplete sub rrAW packager WU reeult in a request for
drainage plan and a tufty es<ecuted opet?n ay
additienol tr,bm,?r snd A whstandslby delay final revi" and appt0vat of the pr
,cants 1 COW or gross or 1Q0 h per cts in Canopied lend ""? leaf
Level spreader is A least 13 fl. Per ds for thWK gmu"d COW Ittter-
Pre-Fonn Scour Boles we on f at slopes ONY
Y.21- No nnustm tie located in protected buffers'
in the draft UIW Weeder Design 0900 Dcoff;eM
H bypass method sQedfed
Bypass IMMW is epedfied (it appljos*) end plan details and Celculau d true a ate from the bypass
pischUp b WM and subsequent filter Wp fs hydrau6o* sped*
"' dticha?ge.
No sdtxrtuM ore toc*W in p*aed buffem
peen datells for the bypass and w9ets are provided. rear.
? *0 ??= pgrecnteM indude aigtehze6b fhe reapOnelbla pad' Is ao'?'
The operation and maattenence agreement tilpd
• level cpreadeez In sallies can be useA On slopes of up to 15% In *nded arose vfth kaf Ettlvr cover or on *)M Of up to M in areas
E d?9? screw Ug to Me Draft L" Spreader DeOr Option Document. ThIS po6ertdatllY b utter uffer res a
.
weer thick ground cover or g? arm.
minor vanaltoe In prolaete d butkn =as. to my eveht the second level > r eennot be tooted in Zuxee 1 of a protected
Ul/ 1J/ LV VY ?-?• ? ?
D3/24/2004 15:3 FAX
007/012
No Project No d - 22±L-f?
nMSION OF WATER QUALITY . LEM SPREADER V1011KSHFV
I. PRQ.IECT INFUKM?SVY" 11
project Name '
Cor+tea Person.
Level "ader lD..
Level Spreader Length
Drainage Area
Impervious Area
mnn,ninwm Filter Stripwft So"
Fm
the following intormation):
phoee Number
Tar to kw)
epic, (q?i-art?' 0 wo off-trite drainage to the krv61 spreader)
ac. (on-Ott and o(1-siro dralw to IV level spreaeer)
% (6% for forested. leaf Rder cow, 6% fa thick ground Wver)'
Mme, pioohrga from 110 Ydtr Storm ZI • rO as
Max. D{edharge to Level Spreader
now S*ffluKer Vegetation
Pro-treatment or Bypass meow
(N* ground cow or grass, "WO-4 forest with leaf ktw
gmundcwa)
II, REQUIRED ITEMS CHECKUST It a
Initial in the space provided to ivdicate to (,flowing desgn regtfMents have been met and supp n9 dowrna?ta6° cob indudes
mqurrement hap nor been MO. sff&*h on exphanafton of why, At a minimum, a oomptete stortnr,8t0r managemen plar+
cokAAaWs, tom$ ell ? sfwwirx} al BWs and outlot stnio "I details, a detailed
a worksheet for eedr BMP, design percent An irxrompleie sutxrtit W package Wd reeult in a request for
drainage plan and a fully exwAed operail?in and maintenance agr
additionol inWnatir and vAll urhstanUsity delay final rrgtw and approval of dte Pry
,cants In' or 100 It per cts in catwpied forest vrith leaf
Level spreader is at least 13 ft. per d$ for 111A Wotxtd cover or grass
Ut4er.
PwForm SOK Boles sre on IM OOP"
No soje wee; al located in protood butlers'
byp.s method speafied In the dr8ft Gaud Spr Wo Do* Qpt 1 Datum enL
g •.
Bypass rReW.is speclfied (U applicable) end plan details and C81oul eON ens a ate from the bypass
Disdtsr9a b Ievel spreader nft0 subsequfnt tilAr Wp is hydrae M sPaUaIIY
dtsra?er9e.
No 4qucttses ore to AW in pied buffets.
glen details for OW bypass sod otrYea are provided repair.
?a? OW maintetw= syreement trrdude annual by the rsaPonelb? pY txovided
The operation and maintenance agnren+ent op-ed V.4 noWao $0 w rdtler cover or on tdopes of up to 2596 in areas
level spreader: In aeries can be used On slopes of up to 1596 in forerfed toes powmen1 This gob IY "? a
wqh thick ound Over or gnaw i? des+9<xd or" to the Do Level 9pteader DeSr9n Option Of
mi a coed buffor arm.
na van?attos In proOeCled butt arm. in any gventdte second WW spreader cannot be toca<ed In Zune 1 P
"II I-Af GuVY -+I
3/24/2004' 15:33 FAX
I, PROJECT INF
project Name '
Contra Person:
L,W "ader ID..
IM007/012
DWQ Project NO ?- Dt-F
WSION OF WATER QUALITY . LEM SPREADER WORKSHEET
-A 12
folowino iMormation):
Level Spreader Length -J--=?= - It
ec,
Draege Area imper*us Area ac.
mm um Fiter Stri016Vfr slom.?-- %
grm
Mex. D*N n c from 110 Y@-'w Storm 52
ch
Max. Diod?erge to Level Spreader
Teter $prtplBuffer Yepetadon
pre-treadment or Bypass Meta ---L-
(PerpendiouIerto flow)
(pr-silo and afI-site drainage to the levsa epreadet
(amllte and ofd *4 drstlrlage 10 1* level spreader
(6% for foree4 lest littler seven, S% for thick ground cover)'
(it * ground cover or grass, ompled rorost with lest letter
groundcover)
p, REQUIRED ITEI1I8 CHECKLIST ?Qon is attached. It e
in'tlat in the spsoo provided to Indicate the 110"Wn9 design regairements have been met and support mg t off" fndudes
m4vtrement has not been met, effach an eaplar #UW of why. At a minknum, s oomplet$ stonnw8t0f managemen ta?s, a detailed
drainaga **e she plan and a Luny ex exewted opsragdn Plans and spe0kaW "vAjq pa OW3 arts outot structure R wiu res dein s request for
et for each B design ala4and?maln%nence agreemen A a sutx AW p?a9
additional irtbmOlort"wig ukl%rsndefly delay final review and approval of the pry
gg ants In' Levi reader is st least 13 ft. W d$ for lhWk ground COW or gross or 100 ft per cts in carwpied forest vNth leaf
Ittter.
Pre•Fonn Scour Boles are on Ilat dopes 0*
No soi(mrm ore beefed in proleoled baw
In the than lravd Spreader Design Option Dm nOM
H bypass method spea6ed
9ypsm memod is spedfed V applicable) and plan details KW COICUI8fiOns are a ate from the bypass
Dischs(e b level Spadet and suttsequent filter sfrlp is hydrwk* and 1
dlicharge.
No edilftr M ore Iocated fi pr*ded tadfers.
Ptah details for OW bypass end Odllets are provided veoetalim r air.
Tla opere6ort vino mairrlertartas sg,?ement induce and notarized _ by @?ie fly is provided.
The operation and maintenance agreement slprrecl
on slops of up to 25? in ??
• Level spreaders; In series can be used on slopes of up to 159E in forested arOds VA leaf O Gtllfe.r DDocument over or
oThis of up to 2 rewires a
with thick,ground Cover or IFin M desi9rted Sam" to the Drell Lv* Spreader De ? ?? in Zu1 of I PotgnWl buffer es
ndnor vane = In pnvteeled buffer areas. In army eventffte second"Wepde
V1I 1J/ CV VY ?`-' ? ?
03/24/2004 15:31 FAX
DWQ Project No _ OSL'?4
n"SION OF WATER QUALM • LE M SPREADER WORKSHEET
I, PROJECT INFORMATION (plegsc con lete>he following intomtetionl:
project Name r ?L? - Phone Number:
Contact Person,
laud Bprcader ID.. j3
Q 007/012
,20 it (Perper4wi r to flow)
Level Spreader Lecpih , ea. (OA o and oe-slte drainage to dw level sPreadet?
Drainage Area _ 0• Zo ac, (at•el0e and of 4e dralnege to dhe level sprooder
Impervious Area Q_ % (6% for forested, leaf 5ttkr cover, 696 fa thick grand cover).
f,,b„xinwm i;W SGi016UAer Slope '.-. .
grm
Max. DO W96 ttom a 10Ypx Storm j sa - ?
Max. DWharr to Level Spreader (thick ground cover or grass, canopied forest with last MW
Ffter StriplButter Vegetation groundower)
pre.beatment or flYpass mew
II. REQutRED ITEMS CHECKUST iS attached- rr a
Initial in the apea provided to waste the foAOwin9 design requii'em stortnwater management peen t+ub inductee
siw*A19 aM BW$ and outlot shxwro detects, a detailed
royu4rmenr has nor been met. gab on Ow gm, WO At a MW M ' ? a complete
b worksheet for eeidr BMP, design n and Inainlenantx agreement. An irroomplele suWAW Packa92 WO result in a request for
drBNt? Ow and a Cully ertawted operep? and val of fie project
additionol infomMm and vA suhstantlalty delay final review appf0
,cants I '
L" spreader is e! (east 13 ft. per Cie for thick ground cover or grass or 100 h per cis in canopied (vied with teal
litter
pre-Form Scour Hoies we on fiat elopes 0*
I=No ttnutraa are located in prdeded btffen'
H bypass method specified kl the Draft Level Sprae4er Do* Opdan OCCUMe t
SypW tnvttW is spedW ? appljoe*) end plan details end Celcuitaoons are Pr ate from the bypass
p Up tp level spreader arid subsegtNrrt Alter ship is nydrauGr.?ttlty and per'
dbschmgo.
No tidactures are boated in p*ded buffers.
Plan details for OW bypass srd 00fets are ptovidad. air.
pr
tN ? egmdneM includes annual arosion ard veoetati n repair.
The operation and mainlerwme agreement elpwd Virg! notatzed by ft fe is ov4a
• Level spreaders In serie3 can be used on slopes O up to 15% in forested aroas Vb Ieaf littler cover or on slopes of up to 25% in trr'ees wvvft to tk Drag l eW Spreader DWT Oplion Document. This potdnWly reQuttes a
with thick ;round cow or bid d?9? my eveO the secortd level loader cannot t>e located In Zune 1 of a kdoded buffer area.
rttittor va riattoe In prtr0ecled .
Environmental Consultants, PA
Road - Raleieh. North Carolina 27614 - Phone: [phone] - Fax: [phone]
NCDENR-DWQ Army Corps of Engineers
Attn: Mr. John Dorney wa.,41N S,G tn: Ms. Andrea Wade
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: NWP 12, NWP 39,401 Certification, and Buffer Compliance
River Run
Raleigh, Wake County, North Carolina
S&EC Project #: 03-5967.W1
Dear Mr. Dorney and Ms. Wade:
On behalf of John Wieland Homes (Attn: Justin Patsey), we hereby request authorization
from the US Army Corps of Engineers to use Nationwide Permits 12 and 39 to cover
impacts to streams and buffers (see attached overall map). We also request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the Neuse Buffer Rules for impacts associated with the proposed road crossing and
utility lines. A Pre-construction Notification Application (PCN) is attached, which
includes an agent authorization form.
S&EC evaluated the site for the presence of wetlands in July 2003 and submitted a
delineation map for USACE approval in March 2003. S&EC conducted a site meeting
with Ms. Andrea Wade of the USACE on September 3, 2003 and she agreed with our
delineation.
The purpose of this project is to construct a residential subdivision that will meet the
demand for housing in this area. In order to provide the infrastructure for the proposed
subdivision (i.e. roads, water, and sewer), stream crossings and impacts to the riparian
buffer cannot be avoided. Specifically, an existing road is located off-site adjacent to the
property. The location of the current road east of the property and the road north of the
property dictate the region in which the proposed road can be located. The stream
crossing was located at a point that will minimize buffer impacts while allowing
interconnectivity between Falls of the Neuse Road and the existing road east of the
property. The proposed impacts due to road construction include 181 linear feet of
Charlotte Office: Greensboro Office: Hickoiv Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
???s 4?A GR April 2, 2004
W r
February 19, 2004
S&EC Project #: 03-5967.W1
Page 2 of 2
perennial channel and 0.27 acres of riparian buffer. In addition, the proposed sewer
outfalls will impact 98 linear feet of perennial channel and 0.45 acres of riparian buffer.
Please note that the proposed parallel impacts to the buffer were unavoidable due to the
presence of rock outcrops and the location of the tie in points (i.e. the pump station to the
south of the property). For additional information please refer to the attached letter from
Thompson and Associates detailing the justification for the proposed sanitary sewer
alignment. No wetland impacts are proposed.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses for impacts to forested wetlands.
The applicant requested a detailed delineation of wetlands present on the site prior to
construction in order to avoid wetland impacts. Because the proposed stream crossing is
greater than 150 linear feet we are proposing payment to the EEP. A copy of their
acceptance for payment is included with the application.
NC-DWQ's current policy for impacts due to roadways does not require mitigation for
buffer impacts that are less than 1/3 of an acre or less than 150 linear feet of channel per
project. Because the impacts are greater than 150 linear feet, we have contacted the EEP
in order to satisfy the stream channel mitigation requirements. We also realize that
mitigation will be required for parallel impacts to zone 1 of the buffer for installation of a
sewer line and are proposing payment to the EEP. The EEP has accepted our request for
payment; however, the applicant may decide to perform buffer mitigation on-site. The
mitigation plans have not been finalized at this time.
The proposed impervious surface for the site is 28.71%, therefore, a pre-approved
stormwater management plan should not be required for the project.
Sincerely,
Todd Preuninger
Biologist/Project Manager
Attachments:
Pre-construction (PCN) notification form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Proposed Wetland Impact Maps
Thompson and Associates Letter
Level Spreader Calculations
Agent Authorization Form
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 &
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: John Wieland Homes and Neighborhoods of NC INC
Mailing Address: Attn: Justin Patsey
101-A Quails Field Court
Morrisville NC 27560
Telephone Number: 919-481-3309 Fax Number: 919-481-9157
E-mail Address: N/A
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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: preunin er ASandEC com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: River Run
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/
3. Property Identification Number (Tax PIN): 1729.04-54-9638, 1729.04-44-4861
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Falls Landing,
Directions to site (include road numbers, landmarks, etc.): The subject site is located
approximately'/ mile south of the Neuse River, east of Falls of the Neuse Rd (SR 2000).
5. Site coordinates, if available (UTM or Lat/Long): 35 55'56.08792", -78 34'33.40031"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
76 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded Land use in the vicinity of the
project is primarily residential
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a residential subdivision Heavy equipment associated
with land clearing and construction will be utilized
11. Explain the purpose of the proposed work: The proposed development is being undertaken
to meet the demand for housing in this area
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC conducted a detailed wetland delineation evaluation on July 1 and 7 2003. On September
3, 2003, Ms Andrea Wade of the USACE reviewed and agreed with S&EC's determination
regarding the wetlands and jurisdictional features occurring on property. S&EC conducted a
Neuse River Buffer evaluation on December 20, 2000 Mr. Matt Flynn of the NC-DWQ made a
site visit and confirmed the buffers in January 2001 (NBRRO 1 .006).
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.
Future road crossings may be required; however, site plans have not been finalized.
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist of
181 linear feet of perennial channel resulting from road construction and 98 linear feet Q
separate crossings) of perennial channel resulting from utility installation.
Page 3 of 9
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.35-acres
of jurisdictional wetlands
Total area of wetland impact proposed: 0.00
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Impact A Permanent/ 181 UT to Neuse River 8-10 Perennial
(NWP 39) culvert _
Impact G Temporary/ 41 UT to Neuse River 8- 10 Perennial
(NWP 12) excavation
Impact L Temporary/ 30 UT to Neuse River 8-10 Perennial
(NWP 12) excavation
_
Impact O Temporary/ 27 UT to the Neuse River 3-5 Perennial
(NWP 12) excavation
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.malquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 181 linear feet
(permanent) + 98 linear feet (temporary) = 279 linear feet of total impacts
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Wat
Name Type of Waterbody
Site Number Type of Impact* Impact )
(if
applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
N/A N/A N/A N/A N/A
Page 4 of 9
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VI. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
A detailed delineation was conducted in order to develop a site plan that minimized impacts.
Because a channel bisects the property from north to south the proposed road crossing cannot be
avoided However, the applicant is crossing the stream at a nearly perpendicular angle in order
to reduce impacts Additional impacts on-site consist of the installation of utility lines.
Placement of these lines is constrained due to the presence of rock outcrops topography, and the
location of an existing pump station to the south of the property. Please see the attached letter
from Thompson and associates regarding impacts associated with the alignment of the proposed
samtarv sewer.
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
Page 5 of 9
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httj2://h2o.enr.state.nc.us/ncwetiands/stn-ngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts due to the road crossing are greater than 150 linear feet we are
requesting payment to the EEP to satisfy mitigation requirements. A copy of their
acceptance is included with the application Additionally, buffer mitigation will be required
for parallel impacts to zone 1 of the buffer for sewer installation. We propose buffer
restoration to be completed on-site The plans are not vet available however, it is our
understanding that the NC-DWQ can issue the permit with a condition requiring that the
mitigation plans be required and approved before construction can begin. If this is not
acceptable the applicant proposes payment to the EEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 181-362
Amount of buffer mitigation requested (square feet): 580 SF
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 6 of 9
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 ?
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify _ )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Road crossing impacts (impacts "B" and "C").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 7,094 3 N/A
2 4,591 1.5 N/A
Total 11,685 N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 2 extenas an
additional 20 feet from the edge of Zone 1.
CPwe.r nrnecinu imnact
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 5,624 3 N/A
2 13,426 1.5 N/A
Total 19,050 N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone G extenas an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
Parallel buffer impacts to Zone 1 of the Buffer due to Utility Line
Zone* Impact Multiplier Required
(square feet) Mitigation
1 580 3 1,740
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
A request for payment to the EEP has been forwarded to their office.
Their response is included with the application
X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The site does not currently contain impervious surface. Following construction the site will
contain 28.7% impervious surface therefore we do not believe a pre-approved stormwater plan
is required The applicant will provide measures to insure that diffuse flow is achieved before
stormwater enters the buffers as well as maintain 50-foot buffers along the remaining stream
channels.
XI. 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.
Sanitary Sewer
XII. 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
Page 8 of 9
XIII. 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).
N/A
'vim...
A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
THOMPSON AND ASSOCIATES
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NORTH CAROLINA 27540
(919) 577 - 0808
February 2, 2004
Wetlands/401 water Quality
Certification Unit
Division of Water Quality
NCDENR
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Falls Crossing (Lowery Tract)
Raleigh, North Carolina
Dear Mr. Dorney:
In regards to the proposed impacts into the Neuse River Buffer areas as related to the sanitary
sewer extension for Falls Crossing, the reasons for the proposed sanitary sewer alignment is as
follows:
• The topography of the existing ground dictates the placement of the sanitary in and around
the areas of the buffer to allow serviceability for the surrounding properties.
• The location of the existing sanitary sewer outfall to which a tie into must be made dictates
the placement both horizontally and vertically. These perimeters result in some
encroachments into the buffer area.
• The requirement from the City of Raleigh to bring gravity sewer down the draws and remove
the existing pump station within Brandywine Subdivision to the south. The location of the
existing pump station and its associated manholes dictate the placement of the proposed
gravity sewer to this site which results in the encroachment of sanitary sewer in the buffer
areas.
• The evidence of rock beneath the surface of the property dictates the placement of the
proposed sanitary sewer.
I trust this information will assist in the review process of this project. If you should have
additional requests for information or any questions, please feel free to contact me.
Sinc ely,
Randall L. Miller, PE
Thompson and Associates, PA
THOMPSON AND ASSOCIATES
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NORTH CAROLINA 27540
(919) 577 - 0808
March 10, 2004
Wetlands/401 water Quality
Certification Unit
Division of Water Quality
NCDENR
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Falls Crossing (Lowery Tract)
Raleigh, North Carolina
Dear Mr. Dorney:
,J
?f
in regards to the proposed impacts into the Neuse River Buffer areas as related to the sanitary
sewer extension for Falls Crossing, the reasons for the proposed sanitary sewer alignment to be
altered during construction drawing phase are as follows:
• The topography of the existing ground dictates the placement of the sanitary in and around
the areas of the buffer to allow serviceability for the surrounding properties.
The location of the existing sanitary sewer outfall to which a tie into must be made dictates
the placement both horizontally and vertically. These perimeters result in some
encroachments into the buffer area.
I trust this information will assist in the review process of this project. If you should have
additional requests for information or any questions, please feel free to contact me.
Z:,
,Q?
Randall L. Miller, pE
Thompson and Associates, PA
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04/02/2004 05:16 9198592143
THOMPSON & ASSOCIATES
5821 Holly Springs Road PHONE: [phone]
2149
Raleigh, NC 27606
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Figure 2 - Soil Survey
Lowery Tract (Falls of Neuse)
Sandler@Wakefield LLC
Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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C l
l •
? i

I

• / o
D \
I
1
4 37 T 15 R'r'

J 1

?\ easan
C ? .? _
25p
/ r

l V
I
zoo

439

FIG. 1
ProjectM Scale:
00-5967 I"= 2000'
Project Date:
Mgr.: I KM 12120100
Wc,lcr FoVrJf u?,!
Figure 1- USGS Quad
Lowery Tract (Falls of Neuse)
SandlerO-Wakefield LLC
Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easlev, Governor
March 18, 2004
Todd Preuninger
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Project: John Wieland Homes
County: Wake
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for stream and riparian buffer impacts associated with the subject project. Please note that the decision by the NCEEP to
accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of
Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies
to determine if payment to the NCEEP for impacts associated with this project is appropriate.
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.
Based on the information supplied by you in a letter dated March 15, 2004, the streams and buffer restoration that is necessary to
satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of
initiontion that the NCEEP will accent for this nroiect is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Wetlands Non-
Riparian (acres) Riparian Buffer
(s q. ft.)
Impact i 181 2,388
Mitigation Max 363 4,776
The streams and riparian buffer mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404
Permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin. 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].
Sin ely,
?
Ronald E. Ferrell,
Director of Operations
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Burdette, USACOE-Raleigh
Steve Mitchell, DENR Regional Office-Raleigh
File
NC DENR Ecosystem Enhancement Program One
1619 Pail Service Center, Raleigh, North Carolina 27699-1619 NorthCarofiina
Phone: [phone] FAX: [phone] Internet: h2o.enr.state. nc.us;'wrW naturally
U1/ 4JI GUU`t -. i I
03/24/2004 15:33 PAX
1007/012
DWQ Project No
n"SION OF WATER QUALM • LEM SPREADER WORKSHEET
1. PRA,!@CT INFORMA
Project Name
Contact Person:
Level spccader' ID:. 4r I
Level Spreader Length
Dr*er Area
Impen+lotts Area
Max n um Fitter s;ti ? Slope
grM
Max. Discharge from s 10 Ypx Storm
Max. D*herge to Level Spreader
Filter StrfplBuflef Vegetation
Pre.trvadnent of Bypass 10000
4 complete the ioNowing inlormolkm)
Mwe Number. - o
ter to flow)
NQ, (9,, o 9n4 off-sate drainage to the level spreader
t , 2 ac. (0n.elte end ofl"ske dralrlege to dte level spreader; ?.
g . r) (69b fo<forested? leaf MW cover, 0196 is th?lc gr ?
?ck
1t4 4 N. forest witty leaf MW
(thick ground cow Or grass, C7?nOt?
groundco?ret)
I
IL REQUIRED REVS CHECKLIST
requirements nave been met and supporting documertteQon is attached. It e
initlat In the specs provided to Indicate the (dowing design At a minknum. a Complete eumwater management On subMAW includes
requkwwrit hop not been met. art(Aeh en exp12rtatlor? of why,
s worksheet for esO BFAP, design cakoulations, pW4 90 speoMicafts stowing A BWs and outot structure details, a detailed
and malntenstx a agreement. An incomplete subs Package Will reeult in a request for
drailoge plan and a fully executed operation val otl* pram
6ROEO additional inlom4*t% anti A whstantlslty decay final rwA" and aPPronits Ind aver or grass or 100 h Per cts in canopied forest vAth leaf
S Level spreader is et least 13 It. per Cis for Oil t
litt .
Pre-Form Sour Holds we an flat Blot" 0*
No soirriras are located in proteded batten'
h WM memod specified In ft" LOW Spreader 00* Option Docu"M
gype" menW is epeclW V apprxatble) and plan details and Ct»wlad d sam Pr ? to from the bypass
Discharge to level spr and subsequent filter Wp is hydrau5r?llty P
dtschaigs.
No stnxtarrrs ors located in protected buffers.
Plan detells for the bypass end odtlels are provided reGair.
maitriCWa m agreement Wudas annual erosion trrd vefletation
The Mored?on and molntertonce agreement ogned and notarized by the responsible Party is 9rQY4M•
• Level 6preaders in series can be used on slopes of up to 15% in forested areas I& leaf ror cover or on OWM of up to 25% in areas
with thick ground cover IN Vr3N ft des arordetp to 0* Droll Low Spm? M* Option Dowment. Thls potentially regwras a
gr>pd r cannot tk foaled in Zone 1 of a protixaed (wirer ??
rrrlnor vananoe In p vtacted buffer areas. In any sueM ate seccrid newt sprsade
ul, -e Guul -.-I
03/24/2004 15:33 FAX
Q 007/012
DWO Project No
f1MsION OF WATER QUALITY . LEM SPREADER WOROW
1. PROJECT INFORMAT
Project Name! -gs?
Contact Pelson.
LOW "odor ID.. dk 2
rotnpleta the following information):
Level Spreader Length
Dr*age Area
impervk= Area
Mru;nwm Flter Str 001fer Slope
tip eft
Mex. pioohWge from s 10 Ypx Storm =_ 16.96 CS
Max. DfechW to Level Spreader r.,10i?a
Filter SMpIBuNer Vepetawan ra'0a.?--- !?
Pt+we Number.
(Pet P rw to cow)
(p}sito and off-site drainage to the level spreader
(ors-cite end "s dtahtiege to the level sP d cover).
(6°1, for brested, leaf cover, 8% IN thick gro
ZZI It
(thicac ground Over or grass, canopied "50 00 leaf litter
groundoover)
Pre-treWnent or DYPass Mettad
iI, RFQUIRED ITEMS CHECKUSr
rovided to Ind?eate the ldll.Wrg design req*ements nave been met end SUPP?mg doaumert ton is attached- e
initlsl In anr space P management Or O includes
requ4rrne has trot been mat. a?rfpCh an exp1rlafbn of why. At a minimum, a complete atarnwet9( man
cplp?la60ns, p4 V4 w "vvit)9 as Dws and outlet sbucu `od? 9 west ed
b Nheel for EaIGfi (31Yt uteri
dm;nagiwge plan and a fully executed operation and mralntenence agreement. An incomplete subrr>l!W package for
addnionol inkmat m aid wig substantlaRy deiaY Anal rw4w and approval of the prey
,cants Iri yd cover or grass or 100 ft Per Cts in canopied forest with leaf
Level spreader Is at lee 13 ft. pet d$ for thiolc g
Utter.
Pre-Form $cour boles we on flat dopes only
NO soirtiras era locoed In prote*d buffsW
0 bypass method specified In the theft haver Spreader Deelgr? Optlot? Document:
gyps meaW is spedfied (ii applioa*) end plan details and cNoUlad d Sam a ate from the bypass
O+scharge b level spudet and subsequent Slier sbtp is hydcaukeM Ped'
dtFCiidigs.
No ebuctum ore located in pmWed buffets,
peon details for "bypass and outlets are provided. to mairtteMm Qyreement Wudes annum erosion w d vegetatioteQ.
party provid
The operation and maintenance agmentent sorted and notar?zed by the resportsb n repair.
Level spreaders In series can be used on slopes o(up to 1596 in ft r wed eroas wkh Ieaf R*r cover won eyes of up to 25% in areas
ff sooertSng to the DO LeW Spmadw De* Optim Dowment, This poletttl?? ?qu?
miwithnor lhi vxriiartoe round In protected butlgasEOer areas. In reas. In any avenl the second level eprea?r cannot W located in Zuoe 1 of a P
Ul/ IJ/ tU V' -. i I
03/24/2004 15:33 FAX
DWQ Project No
n"SION OF WATER QUAl.1T1f . LEM SPREADER yvORKSHE,ET
1. PROJECT INFORMA?
Project Name
Cwtect Person:
Level "aderID.. 3
the following information):
007/0 12
Ph-ie Number.
Level Spreeder Length - Z-1q -ft
DfOlnege Area - _14,
ac,
tmpervim Area ?
Mazymm litterSuiov^ SbPe _ 19'
fly
Me& Diootti"D from s 10 YW- Stonn 6 i Cf$
b Level Spreader
Max. Dlvcherge
FVW Strfpl0utter Yegeta"
Pre4vatment Or Bypass
(perpendicular to bow)
or}sito and ott-site drainage to the ravel spreader
(on.elte end off-ske &gro a to the level spreader
(6% for brested, leaf lfttler cover, 6% for Ihd ground cover)'
(thick ground cover or grass, o xPied forest with leaf litter
groundcover)
II, REQUIRED ITEMS VECKUST
Qon is attached. tr e
initial in the speee provided to InaKate the fo"Wng design requirements have been met end supporting documei tam includes
mgOement has not been met, attach on exptanabon of why, At a minlnwm, a oomplets stormwator manage nen p Omiltal do* cakUlabons, p
®requedetailed
Ms speotc:ationx t4 "%in9 all DWs and out at detah
and d a aft fully NP, executed opu>ration and malntenance agreement. An incomplete submt W package resuft
dr:!ainage worksheet plan for
addiaonol intomdIm end vA whstandARY delaY tlnal review and approval of the pmjed
nts In' cover or grass or 100 ft per CIS in canopied forest with leaf
S irvel,:preader is at least 13 ft. per Cfs ? thick tad
Iltt .
Pro-Form Sour pow we on flat slopes 0*
_ No stn,mrras rye located in protected buffers'
If bypw metnM Wed6ed In the Draft LGW $Me* Design OpOM DoQ nent:
gypsss mettwd is specified (If applical*) and plan detail and Calculations ure P ° to from the bypass
Up fp level spreader and subsegttertt tutor t trip is hydroukOy and Ped' "pera
dhdiarge.
No structural are bated in protected buffets.
Plan detalls for the "aW carets are provided. wgetatim r car.
? ?? w momm agr?ed„ent;nduda ? Red by tt?ie r ?P?Y is provided.
The opersoon and maintenance agreement tllgned
level preadets In series can be used on slopes of up to 1556 in forested areas vA leaf writer cover or on slopes of up to 25% in areas
with thick yrvund cover or nraeo if designed sooerdktg to the fJraft Leval Spreader Deign Option Document. Thla poten01Y requkes 0
cannot be located In Zufle 1 of a protected butter arm.
mina variance In protected buffer areas. to any evetttthe second level uipfCader .
V1! 1JI LVV•Y ?-i• ? ?
03/24/2004 15:33 PAX
007/012
DWQ Prolect No
nnnstON OF WATER QUALITY . LEM SPREADER WORKSHEET
1. PROJECT INFORMATION (ploose
Protect Name!
Cooted Person. ..-
levd "ader ID:.
the fohowing information):
Level Spmedet Length 122-- R
Draklage Area ea.
1mpeNl=Area 1 ???--a.
M'.'* wm Fww strower Slope %
grw
Mw. Dp0hsr9a from s toY'xStorrn _ fiq. z ck
Max. Docherge 10 ltwel Spreader • Z cf3
?iltet SMpleutfer YeDetadion ?
Pre.b'ea twnt Or Bypass meow
prone Number:
(perpendicular to flow)
(9.06 and dt-site drginage to the 1041 spreader
(on-Oft end ofl'••ske drainage to Qte level SPMSM)
nd cover).
(6% or forested, lead liter cover, a% for thidt grar
(thick ground cover or grass, aampied rarest wit last ktIO
groumcower)
II. REQUIRED ITEMS CHECKUST II a
r "rements have been met and supporting documente0on ? attached- inim In the space provided to Iadlcate the 100"ing design snd su management plan te ?sr" includes
, attach on explanation of why. At a minkrwm, a complete
' P? am ? ?i wiig all ?,s and outlet stricture dera, a detailed
requkw,w4 s worksheet has for rd mean r?',nsf design t An ?wincomplete sutxnbtef package W11?esuR in s request for
draieage P? and a tiny executed operation and Pl me agreemen and viii of the p
additionpi in(om on end vA suhstwoofty delay final rem ?
,cants In' or 100 ft per cis in canop+ed ?t wilh leaf
Level spreader Is at least 13 ft. per d$ Ax lltiok ground tiavet or grass
litter
Pre-Form Scour Holes we on flat slope$ 0*
,? No nnirliras re located In protected butters'
If bypass metres specified kl the Dr8ft Navel Sproooo D"On Option 00an6nt.
Byp%$ rri aW ie epedfied (it apphrv&) and plan detach and c0culeti0ns are provided
arge to level spreader and subsegwnt filter strip is hydroujo* and spot* seperate from the bypass
Qisch
dtcchdigs,
No ad+cure9 Ore located in pi'oteCW buffers'
Plan details for the bypass trod whets are provided. repair.
The operation lino MOWN= o9me"writ inducts and notarized by the responsible Party 1s Pry.
The operation and maintenance agreement $Wed
• level cpreaders In series can be used on sbpes of up to 1 5% in forested areas Wkh leaf at1t+r cover a on slopes Of up to 25%'" areas
w ly requires 8
oer" to the Drag LM, SP=* Design OPT Dowment. This potentld
witty thick ground cover of graCO if d?'9^s'd so r cannot toe located Ill Zun61 of a protected iwner arm-
mina variance In prvbboted butler areas. In any event" second kiwi spreade .

03/24/2004 15:33 FAX
DWQ Project No
nMSION OF WATER QUALITY • LEM SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name ' --'
contact Person: ..eoe& (
lavd "ado ID.. it 5
Level Spreader Length (62 ft.
ac,
prafnage Area ac.
Area
Ma Fitter s? r Swe %
PC
Max. DOOW90 from a 10 YPx Storm ?
Max. DWharge to Level Spreader
Fier uHer Yegetatkm
fettowino information):
1$1007/012
(perperts"w to flow)
(00-00 end olf-site drainage to the 1ev91 spreader
(on•elte end of ,*e *Wrege to the level sP nd CO"'
).
( wr lnrom, w m* cover, 8% for thick 9rou
(thick grvurd Over or grass, oanopw t "It with loaf Mw
groundcover)
Pre-treatment Or Bypass Method __L----
ii. Rt:QUfRfd3 ITl~ttlt8 CHECKLIST tlOn is attached. rr a
r ements nave been met and SUpPOrting d=Oente
laiN in IN epeoo Provided to bldlcate the following design e9uir to tttormwat0r man2gement plan aubnuttei includes
MgVkement has rat been met, affsO on explansHm of why. At a minkaum, a ComPte
, P? 004 ?w stwwiry all BMP5 and ouftt structure detak, a detailed
8 810, d worksheet for ead? d ted on and molntenance agreement. An ir,=Plete sutx 10 package wit result in a request for
drttin? P? and a fully y ex executed operall
&dditionpl intorrrMM"VA suhstandalty delay final review and approval ut #* pod
nts In' or 100 It per cats in canopied lowest with leaf
ots Level spreader Is A least 13 ft. per d$ for thick ground covet or gross
Utter.
Pte-Form Scour Holes are on gat elopes otlty
No VoIrtras are ioc*ed in protected Iwffers'
if byptrss metnod specified In the draft Level Sp adW Deelpp Opdo DOOM M
f3ypas Method is spedfied (d appl ) and plan dotage and c aleufati d sam a ate from the bypass
Ris h" p level spreader and subsequent #"r strip is hyd wkeM Palms'
discharge.
No attic M ore located in pr*ded txrff m
Plan detells for the"VA odfets are provide4
repair.
operation w4 masntet?w gree rent includes nd noterized by the resp"Ib1e pe ty is provided'
like operation and mamtt:nence a agreement slgt1ed
Level spreaders In series can be used on slopes of up to 15% in forested proas wkh leaf Otter cover tx on slopes of up to 25% in was
sow" to the W Ley Spreader Deter Opdw Dowment- ThIs potAnda?ry retauires a
with thick ground cover a ? ? ?? r cannot b0 Ioca?ted in Zun61 at a protcded biller, ?'
minor variartoe In prOteCted butler areas- to any svoetlhe second spt'eade .
V1I I " GUul ?-?
03/24/2004 15:33 FAX
1007/012
DWQ Protect No
nMSION OF WAS QUALITY • LEM SPREADER WORKSHM
1, PROJECT INFORMA-M
?
Project Nam:
Contact Person:
level "*' ID:. ro
Level Spreader Length
Drainer Area
Impervious Area
Maxinwm Frff Shi Wft Slope
the folowing informatkm):
phone Number:
,O
t?
Max, Divohwge from s 10 Yrfr Storm cis
Max. DlechsV, to Level Spreader
?.
Filter SMpfeutlerVegetation
Pre-treatment or Bypass Method
(PeTwwicuter to lbw)
(or!-ao and off-site drriinage to the level spreader
(on.Atae end d 4e dr>akop to the level Spreader
(6'% for forested, leaf cover, $% for thick ground cover).
("* ground cover or grass, CO MPO forest with leaf letter
groundcover)
II, REQUIRED IT1;Itl8 CHECKLIST
Lion is attached. It e
Itirtiel in Uw space provided to Indicate the 111016n9 design requirements have been mat and supporting doWtrtPrim µ>D includes
mqukwro r hap not been met, affeb an explansUm of Why, At a Minimum, a Complete atonrrwaterman3getilerr p
PINA buy' spe*kwJg(w shuwiiig aN DWs and outlet structure details, a detailed
a worksheet for each design on and maintenance agreement. An incomplete subrrOW package will result in a request for
drffirlige plan and a luny y executed operatt
add;nonal inforrnMon and will suhntsntlalty delay Inal review and approysl of the pry
A Level spreader IS It least 13 ft. per cis for Ih& gr=d over or grass or 100 tt per cis in canopy forest with leaf
Inter.
Pre-Form Scour Holes we on flat slopes Orly
No sorrmrrAs are located in pro(eotad buftet't'
0 Was method spedfied in the draft Bevel Spreader Dealgr? OP* Do G
Bypass method is spWfied 0 applica*) and plan detaga Ind alto b ? s>?'D a ? ate from the bypass
Disd+wO p level spreader and subsequent Alter cWp is hydraukally f
dlrclydrge.
No Sbucmo om located in tamed buffers
plan detells for the bypass and outlets are pro'tidad M our
mairtte w= agree "w includes annual erosion and vefleta4on G . • .
-The
The ope?nAw and maintenance agnrernent Signed and notarized by the respOMible party is Prom
*0 leaf War cover or on atopes Of up to 25% in areas
• level spreaders In series can be used On s of up to to Me 1596 in W forested
prea areas der Design opow Document ThIs p*ndaily requires a
w4h thick ground cover a Brow 0 dasrgned saoording r cannot be located In Zone 1 of a protected putter area.
minor variance In proxcted butler Was. In any event ft second level Woode
011 1 it 4uu` --. . 1
03/24/2004 15:33 FAX
?j007/012
DWQ Project No
nnnsw of WATER QUAM . LEM SPREADER WORKS ES
I, PROJECT INMR p?»N
Project Name,
Canted Person:
laud "3de ID..
Level Spreader Length
Drainage Area
impeMous Area
Mv, mum FkW Sbi Aktft Slope
I
Max, D40%Wgo from s 10 YON Storm
Max. Dlecherge to Level Spreader
FAA SMpIBuHer Vegetatan
Pre4eatment or Bypass Method
the mowing information):
Number °
Pty
Ief t0 flow)
(on-siro and off_Ae drainage b ttw ION spreader
ac. (WO end ofFsite dralrMe to the level sproade )
Q _ ??--% (6% W bed, leaf Idler Cover, 9% for thiek ground cover)'
CIS
cf3
(thick ground cow Or grass, cahoPied torast with lest Rtter
grow?dawer)
II Ft1:QIJIfiPD RSW CHECKLIST
tin is attached. n e
inklal In dw space provided to I008te the togowin9 design raquir emitsktktwhave been mat and supporting doanmIM :ubdudes
requtremenr hoe not been met, attach an exptanafbn of why, At aq +9 a a m, a complete atOW S a r managemen p
,ten nd outloi stn,chira debris, a detailed
BMP, caWAM, p" r4 R wig reeulc in a request for
a worksheet for eacfi fully ex design on and malydena w. agreement. An incomplete subml W packag
drainage f? and s fully executed operatf roje?ci
additional iniommotlorn dui A suhstantiah detaY M81 review and ?ylfl of the p
nts In'
S Level Fpreader j$ at least 13 ft. pef d$ for t&grwW cover or gross or 100 ft per cis in canopied forest vAth leaf
?-litter
Pre-Form Scour Hales are on stet slopes Orly
No soirtim aye located In protected buffers
K bypass mOMM f ed in the" Lave) Sproader Deaipn Optlan Dooff .
Brpea method ie spedfied (ii applicable) end plan detach and CBlcutaa d SWe a a to from the bypass
D+sdt p level spreader and sUWegtrmittiltor opts hydraufiCalty Per
dISCIIJ196.
No Witt rs9 ore bC*d in protected buffets.
Plan deWls for IN bypass and outlets are provided. f6padr.
?? w4 maxis agreement
operation and maintenettce agraernent elpneOgned and notarized by the reapOrtsihle PBrtY is provided
The
• Level spreaders In series can be used on slopes of up to 15% in WWOd ttfeas w" leaf Nor cover a on elopes Of up to 25% in areas
to the DrA Le Spreader Design Option Doalment. This poWn Wi r
with thick ground cover a b fl Wes- any second W"der cannot pe Iced In Ztxw 1 of s p? buffer VAR.
minor variance In pfd

03/24/2004 15:33 FAX
DWQ Project No
nMSION OF WATER QUMM • LEM SPREADER WORKSHEET
1. PROJECT INFORM
Qp? Narne:
Gter1 Person:
Level "aW ID., #a
Level Spreader Length
Dr*wje Area
Impervious Area
Mowmum t;tW SeiplW Slope
the fokwin9 inWrmsdon).
22 ft.
n__, ac,
B.g _%
9Fw
Max. ploohergo from s 10 Yp?r Storm _ (. Gr-(' Cti
Max. Oighe7 lo Level Spreader cf9
Titer StriplBtd(er Vegetation
Pre-treatment or Bypass meta
phone Number.
007/012
(per rOwlor to flow)
(00.00 and oft-14 drainage to the level spreader
(on-Ate end "s dralnege to the level spmaeer
(6%W forested, leaf NW cover, 6% for IN* ground cover).
(thick ground cover or grass, ctwlot d Iorast with lent litter
groundcover)
REQUIRED ITEMS CHECKUSt an is attached. It a
tn'rtlel in tlxr space provided to Indiieste the 10%Wng design requirements have been met and Supporting _? includes
ragar r ww hap nor been maf, anso an explanation of why, At a minlmuro. a complete storrnwator management pl
coksrlam. Plans Sm ? "wing aM BMr'o and out9t result in a request for
0 worksheet for eadr BMF', design t. An incomplete suW*W package
draitllge p? and a IUV exawted operation and malntenence agreemen
addiaonol inrorw4tion and A suhsfantlARY &W flnal re4v Ind apprOYel of the project
&MEon_ts In' - raver or grass or 1Q0 tt per Sts in canoe forest with leat
Level spreader I$ at least 13 ft. per d$ for think tf? ied
titter.
Pre-Form Sonar Holes ore ors slat slopes ONY
No sry?rrtva% ere located in protected buffers'
a bypass mett50d wedfiCd in the theft bevel $Msw Design Opton Docuxnettr
BYpe31 roe fed m appi ) end plan d01318 aril Cojculati SaM a ° to from the bypass
Ie4 eP'rea KW subsequent filter Strip is hydrwj0* and Podgy' sopm
QisdlBtge 1o
dt>;cirarge.
No WiCh rsa Ore located in t*aed buffers.
Ptah details for the bypass and Whets are provided. re our.
Tea operation alto mainte w= egmenient indude andoantari osionb8 dmid ie ro PAY is provides.
The operation and maintenance agreement opr eel
Level Spreaders in series can be used on slopes of up to 15% in forested Bros u+kh leaf Tdtlvr cover or on slopes of up to 25% in Gress
e Spmadw DeSV Option Dowment. This po i r
msv second ?e aer wnot be wated in Zune 1 of a P?
rdn thick ground rover or uilt 6 et dare?as. y
minor vanat?I n prowled b buff
Ulf LJf Zuu` a.c. + I
03/24/2004 15:33 FAX
DWQ Prolect No
n"SION OF WATER QUALM . Lt:1lEt• SPREADER WORKSHEP
1. PROJECT INFORMATION ( W complete the following information),
Project Name' prone Number:
Contnet Person:
Low sp Wer ID:. ?l
0 0071012
lay to flow)
Level sweder Length W. . ("4 o and of-site drainage to the revel spreader
Drainage Area A?L= ac. (on-site end Of -*$ drainage to the level Swam)
cover)*
lmper*us Area n % (6% tor forested, leaf I cover, 8% ler th?olc ground
M'cit wm Ftw SbiD r Slope --,
g?
Mex. D40w9a from s 10 YON Storm Cfs
Max. Dbdwr to Level SPrP,g round cover or 9rasa, canopied forest "elf Rw
F'jter StripfuMer Yepetatixxt r/?re cs g
grourrdcWet)
Pre-trea knent or Bwass medo
II. REQUIRED ITEMS CHECKUST
n is attached. n a
initial the space provided to Indicate #M totlowin9 design requirWments nave been mat and supporting doctu"terttallo? includes
MqukwMnt has nor been 17*, affaCh an exp1moffM of Why, At a oilgadHrl, a Complete atorrnweter utrA stru D
?: ? showin4 aMt3bMs and outloi stn,cture derails, a detailed
b worksheet for each BMP, design ? and planenan a agreemwt. An incomplete suW*W paek092 will result in a request for
drainage plan and a fully executed OlPffdon
additional 7nfo? "W11 suhslantl* delay flnal review Ind approval of the proj
ggg.cants In or 100 h per cts in canoP10d Est with Of
Level spreader is at least 13 It. pet Cfs 10r M gro?xtd cover or grass
IfttEr
Pre.Form fur Holes are on fbd elopWB 0*
=No $0jrtrras ere located in protected bu(ferf
H bypass method WedfiW In the" Level Wesdier Design Option U11,
Bypass method is spedfied (t< apples) and PM" detail and Calculations ate provided from the bypass
DISChatge fp level spreader rand subsequent Alter chip is hydr kaN end spO* Operate
dtrcliaiga.
apps ere W,,*d in pr*aed tHJff m
Ptah details for OW bypass end Wlets are Pm' d* r aur.
07?
Thor operation to maintOnartca pg,?enrent i and notErized by the M-900slble Ply is provided.
The operation and mamterace agreement q9^
,? ? Net cover or on t:lopes of up to 25% in areas
Level cpreadets in sorties car' be used on slopes of up to 15% in trWed lire Dull LOW Sp $Pma reader Design option pgwmenl. This pots oiy requires a
wqh thick ground co+w a d ? second level er CMnot to located in Zune 1 of a protcded bone aro.
mina variance In protected bulier Sm. IA .
V1I 1J/ LVVY ?-?-• ?'?
03/24/2004 15.33 FAX
007/0 12
DWQ Prolect No
nMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1, PROJECT INF09 W lul
contad Person:
Levd "*W ID.. # I C)
Level Spreader Length
Dr*ne Area
Impervious Area
M'Xc um Filer Stiipl6Vfr Slope
grm
the foMvwing imormadon):
proms Number:
ZSZ R
Mex. Dloo wga from 110 YON Storrs 1.66 ?
Max. Oodwge to Level Spreader
5Xff SMp1f3uHer Vegetation
Pre-trea uwnt of Bypass Method /
(perperwiatar to now)
(9r+-a a and oft-vte &ainage to the 10091 spreader
(on.elfle and of 46 drainage to ft level Spreader)
cover).
(6% for forested, kW Nor Cover, 896 IN thick gror co
(thick ground cover or grass, omplod Fast with 1081 kW
gmundcow)
IL REQUIRED ITEMS CHECKLIST
ements have been mot and supporting documertt8tion is attached- It a
the sp9Ce Provided to Indicate the toWn9 des-V raqua ttamwat9r management plan subnl? includes
initial In mq;,wmenr hap not been MO.080 M ezphanar$on of why, At a minirrwm, a Campleto
0wwin4 ? ?,s and outlot strucbdre detadT, a detailed
d est for
s worksheet 110, 11-0 BM design OCUlatiand plans t . 014 An incomplete submits( Package witl result in a requ
rainage Oan and a UY ex ewted opereaon and malnterveffCe agreemen
and app
additionpl inrormodon and wig suhstantislly delay Anal review royprt of the pr°jed
,cants In' cover or grass or 100 h per cis in canopied fared with leaf
Level spreader is at least 13 It. per 0s for thick ground
Iftter.
Pte-Form Scour Holes are on fly dopes 0*
-- No ebvurirras are located in proteotad buHerR
If bypws meMM sQeafied In the E)reA Low Sproeder Design Optics Docvmer>G
OAS Sara a ?gporate tram the bypass
Bypass metaW g WWfed 0 apples) end pW details and C810"
Qisch p fo ievel spreader and subsequent Alter oWp is hydraujo* f
WXNM err; bated in V*-Oed buffers.
No
Plan detells for the bypass end oulets are provided.
? ?? ? ? pg,eerrrent indude ? eked nby ? feveqeWW rble p repair.
arty is provided.
The Moreton and maintenance agreernent tdgned
' level spreaders In sera W be used on slopes of up to 15% in forested areas ob leaf Mkr cover or on elopes Of up to 259 in WOE
w Kh thick ground cover a gran if des+f}rred aoo0rdfrlp to the Drag Level Spreader r pecannotw Oe Option ption din pvoumenment. 1 or a This pot8rtdagprotcdedly buffer requites a vvia.
minor vada we In prvtected butfar We& In any svr#tt ft second level spreads
Vl/ LJf GV- "-.--
03/24/2004 15:33 FAX
DM Project No
n"SION OF WATER QUALM • t.E1lEL SPREADER WORKSHES
1. PROJECT INFOR TI
Proiaci Name
Ca+tact Perron:
Level "adw ID..
Level Spreader Length
Drainage Area
Impervious Area
mu;mum Ftter &J*%ffer sboe
the following information):
_92,_-_ IL
SdI-4Q.
ac.
g1M
MMvooharyofrom V10Ypxstorm ZI. ? cf8
Max. Dio? OD Level Spreader Ch
Faster swBuffer vegetation
Pre-treaftnent or Brass Me0iod _ / --
Ph Number.
1@007/012
(perpendi l r to flow)
(on-.Aa and off-Ae draiMe to the krv9t spreader)
(on-aloe and of -ske drefrlege to the level SPMOM)
und cover).
(6%W forested leaf Haler cover, 6% for thick gro
(lhidc ground wvw or grass, canopy torest with leaf utter
groundcoW)
II. REQUIRED ITE11118 CHECKUP
pen is attached- n a
In;dol in the space provided to kldicate the fotowng design requirements have been mat and supporting docurrteite inrddudes
reyutremerx has not been rrlof, aftaoh on explanation of why. At a minimum, a otWnPlete atwny*er managemen D
colculatior?, plans 8M Inc struwitx} aM t3WS and outlet strucwra details, a detailed
a worksheet for emo BMP, design and maintenance agreement. An Incomplete subn*W p?egle W o result in a request for
drairt? IW and a kt executed operaG
a %Iit onol inbrr 464 and will suhstantiafly delay final review and approval of the project
p ,cants In'
LEI spreader Is et lent 13 it. per C(s V thick 9nMW cover or gross or 100 h per cis in cMied forest with lest
Iffier.
Pre-Form Scour Holes are on flat elopes onhr
No soiritrtas are located In protected buf(ere"
a bypas method Vedfied in the (heft i+avel Spreader D"190 000 Docwnertt
method is apWfied (if applica*) end plan WWI and calowao ? SSM a ? °
9ypaSS ?te from the bypass
DisdtaW 10 level spreader and subsequent filter ctrlp is hydrauGr?1M Pte'
dtrichiage,
No ibWMS we located in t*ded buffets.
Plan details for the bypass OW 000% are provided. repair.
mairttenanoe Agreement Wudas annual erosion and vegetation Tare opeerab?on and maintenance agreement Ogned artd notarized by the responsible party is provided.
In areas
Level spreaders In series can be used on slopes of up to % in forested areas oft leaf W*r cover or on hopes Of up to 25%
0 ' poament. This pty reQUlres a
with thick ground cover or ? If designed sooor" to the"LaW Spreader DeSign wed in men of a pro Ml1 requ vs
minor variance In protected buffer wess. in any event the second heel spreade
X11/l./4UU" c-.a -?..???.--
03/24/2004 15:33 FAX
DWQ Pgect No
nMSION OF WATER QUALITY • LEM SPREADER WORKSHEET
1. PROJECT INFOR TION (plevse contpletethe following infcrmadon):
project Name ' phone Nurr
Cootact Person:
lend "aderID.. Aj 1 2
Level Spreader Lerpth--I'
enc.
DmInage Area ac
Imory" Area .
ma's wm Fifer SOipwft Slope -- 8 '
Max. Di OKW9o from 110 YPAr Storm 5Z ?
Max. Dia Axpe to Laval Spreader .?-
Filter S*Buffer Vegetation
(?J007/ 012
(Perpenkdar to flow)
(tea and off-site drainage to the )evil spreader
(ma)te and of site drainage to dw level sproaeer
(6% or forested, leaf Miler cover, 6% for th'rdc ground cover)'
(thick ground coyer or grass, canopy rarest with leaf letter
gmUndcover)
Pro-treatment or Bypass Matttal
II. REQUIRED ITEMS CNECKUSt ton is attached. it a
Initlal In #w spKe provided to Indicate the folowin9 design rworeMents have been met and supporting n tpl plan subrtYidW includes
mgprrement has not been rnat. a ffoo on explogm of why, At spewooorm a minlowm, it Complete stormwat8r managsmer? atxxls, Plans am sttawing as DWS and outloi strucwre details, a udetailed est for
n worksheet for e90 B°- design eokwlon and maintenance agreement. An incomplete subnrt W p?a9R W11 reSUR in a req
drainage t? and a tiny executed operation o? vat of the P*'ct
additi l inrorrn?loM1"vriA whstantislty delay final revlevr appro
,cants In' d,? or 1Q0 ft per cds in canopied forest wig lei
Level spreader IS at least 13 ft_ per * for thick f?W Cover or grass
Iftter.
Pre-Fonn Scour Hales are on ftat dopes ordy
?No otn?(nrras ere located in protected buffers'
in the Ekeft Level $Vag er Design 000 4111,
I(bYp"s mAt150d iQeAd
Bypass meth spedfied (t( applicable) and plan details and Celeulati d am Ix ate from the bypass
Qi9dtWV b SM..(W W sut?sequent gltor tbrip is hydrauktoy Peda'?
dtirctiarge.
No st uctwO are W,*d in p**Oed buffers
plan details for the bypass end o4ets are provided. _
agraemn rnent 9^e iWped and n9wized by the mVonaible pally is provided.
The
operation wA and n ^r'?e maintenaf0ance 09mdnent
The areas v*h leaf MI cover or on dopes of up to 259 in are'A
Level spreaders In series can be used on slopes o(up b 19% in forested Design Optim Document. This potsnWly retprims a
wttt, thick ground coverer gm if designed aooordEftp to the W Lt've19p
butler areas. to any ayeA ft . wrtd level wader cannot tie located in Zum 1 of a protcded butler
minor variance In p owled
V1! 1J! GVVV ?"''?
03124!2004 15:33 PAX
DWQ Prolect No -
nMSION OF WATER QUALITY • LEM SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name :
Confect Person,
LSW
Level Spreader Length ,20 ft.
Drainage Area -- '---' so.
Impecvbus Area 0 • Zo W.
Max mum FAu Sbipt6t t Slope _ R . t2_ %
information):
?J007/012
(perpendiader to now)
(woo end oti-rate drainage to dw k Vf1 spreader
(o .Nk end off4e &Wnege to the level spreader
(6% for forested, lrsi Ner cover, 6% for thick ground cover).
gum
Max, Dioohargo from a 10 YPAr Storm I SQ?- c*f4
Max. Dlecherge to Level Spreader
Filter bluffer Yepetation
Pre-trownent or Bypass Metter
(thick ground cover or grass. canopied forest with 'elf ktter
groundcover)
III REQUIRED ITEM8 CHECKUSr ? is attached. rr a
rnittel In the space Provided to indicate the following design requirements have been met and supporting docurr;b ??
tremenr hax not been NW, attach v explanafbn Of why, At a minknum. a cCmP 1; 8A f3t?li'armwg at8r and oMwAgsment ut9t utlot stn,crou stn p
naQu ?w ?w?rr4 eq re deta8s, a detailed
a worksheet for east' l3MP, design , *4 V4 on and medntenence agreement. An incanplete subntj W paek99R WO result in a request for
drainage plan and s iuuy executed operaq
aiddiAOnpl inforrr??t?on " wip substantially delay final feview Ind approval of the Pro1ect
,cants In'
Level spreader is al least 13 It. per Cis for groundcover or gross or 100 ft per CIS in canopied forest vAth le at
Iftr-
Pre-Form Scour Hales we an flat elopes OraY
+' No $01(tiras ere located in protected buffers`
0 bypass method specified in the raft Dave. 80roe4ef Design Option
8 ae9 method is spedfied (ii app.' a*) and plan detans end Calculaoons arv fx??rd to from the bypass
Qiscftatge 10 level spreader and subsequent filter Wp is hydrsuk l y and spas* were
d%clidrgs.
No sdtrctures see bated in p *ded buffers.
Pion detalis for OW bypass end oufleis are provided. r air.
operation i?rtd mainteMm o9mement inoludaa annual erosion end veoetat yep provided
The operation and mainter>ar?ce agreement signed and notarized by ft respotta PO is
• be used on slopes o(up to 1596 in forested etoas vkh leaf Nor cover Of on slopes 01 up to 25% in areas
level spreaders In series oen d sooord(np to the Drag Level Spreader Design option Dooumenl. This potenWly requires a
wrthh thick ground Over a t{raca designed r cvnnot to kxated In Zune 1016 proteded butler arm-
minor variance In protected butter M11. 11 any event ft second level apreade
02/19/2004 14:49 FAX
0 Raven Rudge Roa a c g
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
2002/002
ail & Environmental Consultants, PA
A • R 1 i h North Carolina 27614 • Phone: [phone] • Fax: [phone]
7
Phone:
Project Name/Description:
Date:
li?jl
F
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field. Office--
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
P , I _
1, the current V1opg?ty owner, hereby designate aztd authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc, from this day forward. The f J'" day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by 5&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
-% y2r_?5?c
Print Propn Owner's Name Cam.
"`fir' wk-tUA l?.,.vl
M. Mr. John Domey
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
4oty Owner's Signature
cc: Mr. Todd Preuninger
Soil & Environmental Consultants, PA
Gtscn}boin Officz:Hrckory.?;
. arlo 1Ftti 3817-L- Lawndale Drive. 622 Coon Mountain Lanc
236 LePhillip Court, Suite C Greensboro. NC 27455 laylorsvillc. NC 28681
C nrl vr79025 -.- ,.__. vti....., rtt-?RN('AS.SkV1
3 c' V"4 f
N ame:
Address: l01 A
RIP RAP DISSIPATER PLACEMENT DETAIL
NOT TO SCALE
a PN?
T
EX. CHANNEL BOTTOM
RIP RAP DISSIPATER TO BE PALACED IN EX. CHANNEL BOTTOM
AND UP SIDE SLOPES OF CHANNEL TO TOP OF BANK. NO EXCAVATION
IN CHANNEL OR ZONE 1 REQUIRED FOR DISSIPATER INSTALLATION.
DISSIPATER WIDTHS LISTED IN PIPE DETAIL ASSUME PLACEMENT OF
RIP RAP UP CHANNEL SLOPES-NOT WIDTH OF CHANNEL BOTTOM APRON.
SEE ENCLOSED DETAIL OF DISSIPATER PLACEMENT FOR DEFINED CHANNEL.

r,.

k4
A
J
T
NOTES: SECTION A-A
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprap apron.
2. d - 1.5 times the maximum stone diameter but
not less than 6"
3. In well-defined channel extend the apron up the
1.11U111 IGI UUI Ir\? lV UI I GIGVUIIVI I VI V UL)UvG U IG
moximum tailwater depth or to the top of the
U(Jr1K WHICH eVef IS IeSS.
Filter blanket
4. H Tilter blanket or tllter tabrlc snoul(l Oe i
ii i??ullcu L)cLvvv--ci i U IK_ 1pl up ui?iu I vui?IU U,_1v1 1. l
r ti I r-l r- I I I r r- n T /-1 r I T I r- T r-7 r-- n T r /__1 T I n r1 r "N r- r- r n i r- (1 r r n n r n I r- i I
1 F I( L ?ULV l_I\ I ?JIJ I LL. I F I\LJ I LL. I ILJfV I lJl\ ULI IIVLU l,l 1/-11VIVl L I
NC DENR DIVISION OF WATER QUALITY
WETLANDS/401 UNIT
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650
_f A
?t • ? F,
EXPRESS REVIEW ACCEPTANCE: LE'l"FER
John Weiland Homes A 40 INSUFFICIENT ADDRESS
/ 0 ATTEMPTED NOT KNOWN El OTHER
Attn: Justin Patsey C, NO SUCH NUMBER/ STREET
NOT DELIVERABLE AS
UNABLE TO FORWARODORESSED
8325 D Arrow Ridge Drive U
Charlotte, NC 28226
2T $'?'3? 1 ?.:?IS! Q 1 ?illt??ltlll?Ilt?i?il?i?itIIII?1I1t It?1?l l?lil?lllt?tllllittl?
A rvuw iavi F. cmuaroy, uwvMwi

? William G. Ross Jr., Secretary
d N
l R
i esources
atura
North Carolina Department of Environment an
r Alan W. Klimek, P. E. Director
-i Division of Water Quality

Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Weiland Homes
Attn: Justin Patsey
8325-D Arrow Ridge Drive
Charlotte, NC 28226
Subject Property: River Run (previously known as Falls Landing)
DWQ Express Review Program
REQUEST FOR MORE INFORMATION
Dear Mr. Patsey:
DWQ Project No. 04-0544
Wake County
Page 1 of 2
On April 2, 2004, the Division of Water Quality (DWQ) received your application dated April 2, 2004 to impact 181
linear feet of stream and 11,685 square feet (ft2) of protected riparian buffers to construct the proposed road
crossing. Additionally, the sewer outfalls would impact 98 linear feet of stream and 19,630 square feet (ft2) of
protected riparian buffers. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to process your
application to impact protected 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 213 .0233(8) and will place this project on hold as incomplete until we receive
this additional information. Please provide the following information so that we may continue to review your project.
Additional Information:
1. This office believes that lots 10, 11, 12, 13, 14, 22, 28, 39 & 187 are not buildable according to the information
provided for a typical lot layout and the setbacks needed. Additionally, lots 5, 7, 29, 58, 90 & 85 are
questionable for the same reasons previously mentioned. Please provide detailed information about
construction on these lots to ensure there will be no impacts to the riparian buffers that border these properties.
2. Please provide information regarding how access will be provided to lots 187 & 188. Any additional impacts to
the stream adjacent to those properties would require mitigation if these streams are perennial.
3. This office believes that level spreaders #'s 1, 2, 3, 5, 6, 7& 9 will not function properly. The flow to the level
spreader needs to be perpendicular and more towards the center of the level spreader so the level spreader
does not short circuit. Additionally, level spreaders # 1 is within 10 feet of the building footprints of the
proposed homes and level spreader #2 is "within" the building footprints of the proposed homes. Please
provide assurance that these level spreaders will be maintained.
4. This office believes there is a discrepancy within your maps.
a. The sewer ouff all impacts labeled K and N identified on the wetland impact map (sheet 1) is not the
same as the impacts identified on the preliminary drainage plan (sheet 5). Please provide an accurate
map at a scale of 1" = 50' with the correct stream and buffer impacts.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
John Weiland Homes
Page 2 of 2
4/8/04
b. The wetland impact map (sheet 1) does not show buffer impacts at lots 164 & 165 and the preliminary
drainage plan (sheet 4) does, please provide a wetland impact map with the correct stream and buffer
impacts.
c. The preliminary drainage plans (sheets 4 & 5), shows additional parallel Zone 1 impacts for the sewer
outfalls. Please provide the correct calculations needed for riparian buffer mitigation.
Please respond within three days of the date of this letter by sending this information to me via e-mail or
fax and a follow-up copy 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 Ms. Deborah Edwards at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
cc:
Todd Preuninger - S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ 04-0544
Sincerely,
SENDING CONFIRMATION
SENDING CONFIRMATION
DATE APR-9-2004 FRI 07:59
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : APR-09 07:57
ELAPSED TIME : 0111811
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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Wetlands Tracking
r
Facility Name Falls Landing-Phase I I
Project Number 04 0256 ® Express E
Project Type purpose of road crossing and utility lines ( County Wake
Location Raleigh UT Neuse River east of Falls of the Neuse Road ( County2
Received From APP COE ID # Region Raleigh
Received Date February 20, 2004 COE Susp Date Reg. Contact Steve Mitchell
Sent to Region Date 2/20/2004 DCM Susp Date APPLICATION FEE INFO
Rcvd Region Date TIP Number Payment Date 2/20/2004
Last Action Dater, March 16, 2004 More Info Requested 3/8/2004 Amount Paid ` $3,000.001.
Last Action Denied More Info Received 3/15/2004 Payor John Weiland
Latitude (ddmmss) 355556 Mitigation ? Check # 1550
Longitude (ddmmss) 783433 COC Received Date
Public Notice Written Public Notice Comment Period
Date ReceivedDate Ends Date
Permit
Type
.Arv. .CHId .. _ "i •.
( CCes) Area Length Length
j Req (acres) (feet) (feet) -=j
Appr. Req. Appr. , ,a
p?0? w A TFRpG
r
April 1, 2004
Project Name: Falls Landing
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
John Weiland Homes
Attn: Justin Patsey
8325 D Arrow Ridge Drive
Charlotte, NC 28226
Fax #: [phone]
Subject Property: North Raleigh, east of Falls of the Neuse Road (SR 2000)
Dear Mr. Patsey:
On March 30, 2004, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from
Soil and Environmental Consultants regarding a project known as "Falls Landing" 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) a fee of $2,000.00 made payable to the North Carolina Division of
Water Quality, 2) seven complete and collated copies of the application and 3) seven copies of all additional
information pertaining to this project. 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 John Dorney at
919-733-9646 or Deborah Edwards at 733-9584.
Sincerely,
JRD/bs
Attachments
cc: Raleigh DWQ Regional Office
File copy
Central Files
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
Coleen H. Sullins, Deputy Director
Division of Water Quality

Alan W. Klimek, P.E., Director
Todd Preuninger, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614, Fax# [phone]
,-;on of Water Quality, 401 Wetlands Certification Unit,
,rvice Center, Raleigh, NC 27699-1650 (Mailing Address)
.e Blvd., Raleigh, NC 27604-2260 (Location)
786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands)
Service #: 1-877-623-6748

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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Wunnation: Phone, 0: 919.733-0203
Fax #: [phone]
Fax To: Todd Preuninger, S&EC Fax #: [phone]
John Weiland Homes 919-81-9157
Company: Soil and Environmental Consultants Date! / ?. -___._
Project Name: Falls landiug
Number of pages including cover sheet: 2
Notes or special instructions:
The original will be sail in the until. It you have questions please call Revcrly Strickland at 919-733-3176.
N. C. MN, W101 %" 4)"N. 461 ww-& cetll uial U"
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SENDING CONFIRMATION
DATE APR-1-2004 THU 10:26
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
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INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM FOR
THE 401 WATER QUALITY CERTIFICATION, ISOLATED WETLAND PERMITTING OR
STREAM ORIGIN DETERMINATION PROGRAMS
September 21, 2003
Version 1.0
Applicant Name: u 5 f n ???i 5 e ?? h r1 tt9r' ?G „cy ??ccnc?
Applicant Address: L ? ZS b A rrc: --i R; Or, ue-
n- -
r I f ._T (Lr L -? 8, 2-
Applicant's phone number: 33oct
Applicant's fax number 19) J Yi - 9 / 5 7
Applicant's email address Nler Auc, In hi
e
Consultant Name (if applicable):>,I Ln, r ^cimc-nfct( Consc (tc nfs PA
,4++r, ' Tcx(d I'ivs ? ?z1ts
Consultant address (if applicable): /1610 0auen P,Jae-
RO ,--', k (?C ?7(c f
Consultant's phone number: (9 19 ) 11 L1(o - SG0C
Consultant's fax number (9 19) ?--16 - D4 (, 7
Consultant's email address Prru n in ,- (Z) 5ctrcVP , e orn
Type of action requested under the Express Review Program (check all that apply):
/401 Water Quality Certification
Isolated Wetland Permit
/Riparian Buffer Approval
Stream Origin Determination
Name of Project: F? \\ S Lr n n ?.
Property size (acres) Q Z
LA I cF
Nearest named stream (from USGS topo map): Nc,,-5P R ive-r
Please provide a brief description of this project (attach site plan if available):
Pe-5Aer)H-C,l S h-?i?Sr?,l
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:
AfJDr''Xrn')a'??'ly 3?'-? m??C_ S0.u-th cif NC'US( R,JC.r FC15?
Fc.\lS c,-? +Ve- Re-,,,sc. Rc(- (Sf<2Ccl), 2oJ,-"L h? WC: iCe C? t y
Proposed impacts:
acres of wetlands
acres of isolated wetlands
I S I linear feet of streams
linear feet of isolated streams
I . o,7 3 square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two
years? If so, please list which ones. Expo ,_-,s Pe,- . t-4-3Cc,. rse. J 3e,-,th c5 B,;Yk-r c? 5
Which other environmental permits will be needed for this project? Please list them below:
Does this project require approval under the State Environmental Policy Act or National
Environmental Policy Act? nlc
Does this project require approval of a Variance from the NC Environmental Management
Commission" N, C,
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 (c/o bev.strickland(Dncmail.net), fax (919-733-
6893) or hand-delivered (Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the
first three (3) working days of the month for the first three months of the Express Review Program
(until January 1, 2004). Application procedures after that time will be provided at a later date..
Applicants who are selected to participate in the Express Review Program will be notified via
email or fax with one additional working day. Successful applicants will then be instructed
regarding detailed procedures for full application. Unsuccessful applicants will be queried to
determine if they want to be in the following month's selection process or whether they want to
follow the normal application process.
Please contact John Dorney at 919-733-9646 if you have any questions regarding this form.

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FIG. 1
Projed#: scale:
M5967 1• = 200T Figure 1 - USGS Quad
Project
Mgr.: K6i Date:
12!29100
Lowery Tract (Falls of Neuse)
Sandler aMakefield LLC
Raleigh, Wake County, NC
0 Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.e Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

i
-P I If n yCOSt-? t' u U' I -
0432
=1 r t?
?r t t ',o r ? w I ?- ,?
Cj ?•?t,
R J l
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As -
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FIG. 2
Project Scale:
00-5967 V= 1320'
rdgr.: KM 1 12120100
1 -
Figure 2 - Soil Survey j Soil & Environmental Consultants, Inc.
Lowery Tract (Falls of Neuse) I d
Ce 1l r?ti: r•:'l ?'Y r\87ic:iCl LLC 11010 Raven Ridge Rd.- Raleigh, NC 27614
Raleigh, Wake County, NC [phone] • [phone]
Web Page: vA w.SandEC.com
03/30/2004 16:47 FAX [phone]
INITIAL, INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM FOR
THE 401 WATER QUALITY CERTIFICATION, ISOLATED WETLAND PERMITTING OR
STREAM ORIGIN DETERMINATION PROGRAMS
September 21, 2003
Version 1.0
Applicant Name: j u s+ n pc,..5 a T. To h n We 1, Ire nr; /4nm,,, ..s
Applicant Address: d? ?-5 - D A rr o Z i t Or?'??e
f_har?r,f ? Atc -q$zzL.
Applicant's r one number, (9190 ''li;''1 -3309
Applicant's fax number /919) ? 3'/ 716 7
Applicant's email address N-+- Aua:lnhle-
Consultant Name (if applicable): Sa I G„,? ?rt,rr.?c?nmrnfa? Cor156A)rfs _ P.4
A4+r, -r odd A1411"
Consultant address (if applicable): e0 ( 0 Qa„rr% !:,Jae..
Consultant's phone number: Ll 19) -f Oro - SGQO
Consultant's fax number JgIa) yA j. - Qu (.7
Consultant's email address Pr.-un:nter taJ sr ec.r.rr_
Type of action requested under the Express Review Program (check all that apply):
?401 Water Quality Certification
Isolated Wetland Permit
?Riparian Buffer Approval
Stream Origin Determination
Name of Project: ?..1\ S Ln n ; n a
Property size (acres) 9
ur o-c-
Nearest named stream (from USGS topo map): . ef..se R iyej'
Please provide a brief description of this project (attach site plan if available):
l2PS',f?ErZ?yal J?,h ,?/iSinn
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:
q9P- xt,"1cJ 1V 3/q mile. Sarni, of, A-louse, Wler . Pe,3+. o-iP
Fo.?15 0?' ?_ t1eu3N_. I?c?. (S220oC?}, ?,o,?e??y.?1.?c-IC.? C-C^^1Y
MAR-30-2004 TUE 16:26 TEL:[phone] NAME:DWQ-WETLANDS P. 2
03/30/2004 16:47 FAX
Proposed impacts:
acres of wetlands
acres of isolated wetlands
191 linear feet of streams
linear feet of isolated streams
J_9._27 a square feet of protected stream buffers
Has consultant or applicant attended any DWt3-sponsored training sessions in the past two
years? If so, please list which ones. Express P?rr^:+h^o?Cor?rse ben+h;cs, 13uF(u C4-rse5
Which other environmental permits will be needed for this project? Please list them below:
Does this project require approval under the State Environmental Policy Act or National
Environmental Policy Act? No
Does this project require approval of a Variance from the NC Environmental Management
Commission" Nc
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.
N0r?e_
This form must be submitted via email (c/o bev.strickland(&_ncmail.net), fax (919-733-
6893) or hand-delivered (Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27644) within the
first three (3) working days of the month for the first three months of the Express Review Program
(until January 1, 2004). Application procedures after that time will be provided at a later date..
Applicants who are selected to participate in the Express Review Program will be notified via
email or fax with one additional working day. Successful applicants will then be instructed
regarding detailed procedures for full application. Unsuccessful applicants will be queried to
determine if they want to be in the following month's selection process or whether they want to
follow the normal application process.
Please contact John Dorney at 919-733-9646 If you have any questions regarding this form.
Q003/005
MAR-30-2004 TUE 16:26 TEL:[phone] NAME:DWQ-WETLANDS P. 3
03/30/2004 16:47 FAX
U004/005

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FIG. 1
Pmjed #: sue:
M' '._ 2W
ure 1- USGS Quad
Fi
Project

Mgr.: KM Date:

IV" g
Lowery Tract (Falls of Na,se)
Sand(erAWakefield LLC

Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd- Raleigh, NC 27614
[phone] ¦ [phone]
Web Page; www.SandEC.com
MAR-30-2004 TUE 16:26 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 4
03/30/2004 16:48 FAX
*:
00-M 1"=132W
Pre act Date: Figure 2 - Soil Survey
Ngr - KM 12120160 Lowery Tract (Falls of Neuse)
Sand lerWaketield LLC
Raleigh, Wake County, NC
1 c.?
10UU5/UU5
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
MAR-30-2004 TUE 16:27 TEL:[phone] NAME:DWQ-WETLANDS P. 5
FIG. 2
EXPRESS REVIEW SCHEDULE
PROJECT NAME:
ACTION
Acceptance letter
Application received
Initial review/letter
Information received
Field Meeting
C-kvu Rca.?
Additional information letter
Information received
Office Meeting
Additional information letter
Information received
Expiration
Issued/Rejected (circle one)
DWO #: 0-1
DATE
?-( Z Lu-k
L
,
2 u-
o5?y
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
10%
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
John Weiland Homes
101-A Quails Field Court
Morrisville, NC 27560
DWQ# 04-0544 - Wake
A. Signature
X in17'0
? Age
B. Received by (Printed Name) I C. We of 0
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
((Certified Mail ? Express Mail
? Registered 0$ Return Receipt for March
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7004 1160 0002 2706 6493
(Transfer from service label)
PS Form 31111 FAhnlarv 90(14 Domestic Return Receipt 102595-02
UNITED STATES AL $?I? IC First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
¦ 'Complete Items 1, 2, and 3. Also complete 5
Item 4 if Restricted Delivery is desired. ? Age
¦ Print your name and address on the reverse ? d
so that we can return the card to you. B. Received by (Printed Name) C. Dat f o
¦ Attach this card to the back of the mailpiece,
or on the front if space permits. V-1 MOP
1. Article Addressed to:
John Weiland Home
8325-D Arrow Ridge Drive
Charlotte, NC 28226
DWQ# 04-0544 - Wake
D. Is delivery address different from Item 1? Y .
If YES, enter delivery address below: ? No
3. Service Type
O'Certified Mall ? Express Mail
? Registered OR-turn Receipt for March
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 4889
(Transfer from service labs,
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LOT 40; I / i ' , ~ I i~ I i l ~ ! l i~ S- 7 OS-2003 SHEET 3
;LOT ~3 ~ / ~ i
- / i PRELIMINARY DRAINAGE PLAN
RIVER RUN
A CLUSTER SUBDIVISION
NEUSE TWP. OWNER: JOHN WIELAND HOMES
THOMP ~IATES WAKE CO. NORTH CAROLINA ZONED R-4 50 0 25 50 100 ~
i b3 RD
HkL C 7808 DATE 9/23/03 DRAWN MTH/RIS JOB No. E04-011
F 09 SCALE 1" = 100' SURVEYED. NONE RAWING LOW-STM
SCALE 1"= 50 REVISIONS 11/10/03 2/6/04 PIN 1729.04-54-9638
304

J
NITROGEN LOADING TABLE:
N /F
GILBERT CURTIS MCCONNELL TYPE OF LAND COVER SITE AREA TN EXPORT COEFF, TN EXPORT BY TN EXPORT FROM
D6.4949 PG. 410 (ACRES) (LBS/AC/YR) LAND USE (LBS/YR) SITE (LBS/AC/YR)
Q PIN.#1729,02-55-0069 PRELIMINARY STORMWATER CALCULATI Q- ZONED R-4 CAL ULATIONS PERMANENTLY PRESERVED UNDISTURBED 20.51 0.60 12.31
OPEN SPACE RM RUNOFF
0 PRE-DEVELOPMENT 2 YEAR STORM RUNOFF FROM ENTIRE SITE: NOTE PERMANENTLY PRESERVED MANAGED 1 . 0 0 3 1.20 12.36
i 82.625 AC. x 0.35 x 5.76 IN/HR = 166.57 ~ ~ = 166.57 cfs STORMWATER WILL BE DETAINED ON SITE USING AN OPEN SPACE
PRELIMINARY PR PO Y ~ UNDERGROUND STORAGE SYSTEM TO DETAIN ALL
0 SED 2 EAR STORM RUN FROM PROPOSED DEVELOPMENT: STORM RUNOFF STORM WATER AND RELEASE IT AT PRE DEVELOPMENT RIGHT-OF-WAY (8,30 AC./11,56 AC.) 11,58 13.30 154.01
J RATE. STORM TECH, INC. HAS BEEN CONTACTED = AND WE ARE PREPARING THE UNDERGROUND SYSTEM
82.625 AC. x 0,545 x 5.76 IN/HR = 259.37 ~R 259,376 cfS LOTS (188 U/76.29 AC.) 33.90 3.95 133.91 AND CALCULATIONS IN CONJUNCTION WITH THE DESIGNERS
STORMWATER RETENTION MEASURES WILL BE N/F DES WILL BE USED OF THE STORM TECH UNDERGROUND SYSTEM. THE
GILBERT CURTIS MCCONNELL TO RETAIN RUNOFF AND RELEASE IT FROM S DB.4949 PG. 410 E IT FROM SITE GN AND RESULTING CALCULATIONS WILL BE SUBMITT DESI ED TOTAL 76,28 321.59
PIN.~y1729.02-55-0089 ~ SUCH THAT PRE-DEVELOPMENT TWO YEAR 2oNEO R-a RUNOFF WILL BE ADHERED T0. TWO YEAR STORM WITH CONSTRUCTION DRAWINGS.
AVERAGE FOR SITE 4,2Y
Nitrogen Control Calculations:
~ ~ ~ ~ ~ ~ ~ 1 Total TN export by land use = 321.59 Ibs/yr
~ ~ ~ ~ I ; ~ ii I { ; ~ i A ~ Totoi TN export from site = 4,22 Ibs/ac/yr
1 i- J r' ~ i I Export is more than 3.60 Ibs/ac/yr,
l~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ j ~ , ~'i ;i l ~ ~ ~ , i
~ ` ~ ~ r ~ i Since export is less than 6.0 Ibs/ac/yr, developer to pay a
Ep(. I ~ I ~ i \ / , 'd, PROPOSED STORM DRAINAGE SCHEDUL ~ i CEM~TEf~'Y ~ ~ GE SCHEDULE one-time offset payment of ~330,00/Ib. to bring nitrogen down to the 3,6 Ibs/ac/yr allowed,
I ti ~ ) i TOTAL NUTRIENT OFFSET PAYMENT FOR SITE:
~ ~ _ ~ ' „ I I I PIPE PIPE SIZE PIPE SIB ~ ~ SIZE ~ `~1 i ' ~ ~ ~ ~ ~ ~ I i „ PIPE SIZE PIPE
4 ~ % f~89-16 Q'S ~ ~ ~ A Al 24 A2 1e _ A2 18 " 4.22 Ibs ac yr - 3.60 Ibs/ac x 330 $ Ib x 76.29 ac. _ X15,608.93 N
B B1 15 B2 18 ' ~ i ~ i ~ ~ ~ ~ ~ 1 C1 24 C2 E C B2 18 " C2 15 "
co ~ 236.0 i ~ } i ~ ; D1 24' D2 2~ r t I ~ 1 t ' ! ~ D2 24 "
~ I ( / E1 15 E2 1., , ~,t J E2 15 "
~ ; I ~ ~ i i ~ 1~ Ft 15" F2 15 5 ~ . ; ~ , ~ I ~ ~ ~ ~ 1 ~ oP ~ J I ~ ~ 1 15 G2 1„ F2 15 "
~ F ~ i ~ ~ .J i ~ ' ~ 0 ~0 H1 H 2~ G2 15 " H 24 "
~ ~ Q~; ~ ~ „ u 18" "
\ sF ~ 2 A ~ 1 ~ ~I n R 24" "
A ~ i ~ / \ 1 „ ! z ~ 15" "
~ oP~~ ~ ` i z , I ~ ~ „ ~ ~ \
Q ~ ~ e " NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR " „
~ ~ l I \ ~ 1 WITH 0% SLOPE, PLACE MATTING, LEVEL SPREADERS
I i i l ~ I ~i ~ ~ ~ ~ i ~ ~ n n ````~~I~"""" ~ ~ I ~I ' / " " TO BE CONSTRUCTED AFTER SILT BASINS ARE
r. , ~ ` i { ~ ~ ~ ~ I ~i u i % . i ' ~ , 1 ' ! i ~ ~ ~ ~ ~ ~ ~ t I i " 03 24" REMOVED AND DITCH LINES ARE STABLE.
1 ~ / ~ i ~ ~ I ` 11 11 ~ ~ ~ ~ ~ ` ; i ~ I , ~ S1 15 S2 18 s2 18" R3 18" LEVEL SPREADER TO BE OUTSIDE NEUSE RIVER
~ l I i r ~ T T1 15 T2 18 T2 18 s3 18" BUFFER AREA,
1 18 U1 15 U2 18 ~ ~ ~ ~ \ ~ I ~ I ! ~ V1 1 V U2 18 T3 „ V 18
_ ~ i ~ ~ ~ ~ V 18 5 ~ ` ~ ~ ' ' 1 ~ ~ i ~ 24 ~ ~ U3 t5" NATURAL GROUND SLOPE 50' FROM
~ ~ ~ ! ~ A BANK OF STREAM (STREAM BUFFER) X2 15 V3 15"
~ ~ ~ : ' ' Y1 18 Y2 15 ~ ~ I f ) ~ ~ ~ ~ Y2 15 W3 15"
- ' I r Z1 18 Z2 i Z 1 _ ~ - ~ t ri Z2 X3 15"
I CI 01 / / A
r ~ ~ LL DRAINAGE PIPES SHALL BE RCP UNLESS j-- ~ \ 1 ~ : ~ i ~ ~ 1 ~ _ / NOTED OTHERWISE. ALL DRAINAGE PIPES WITHIN r` 'CP UNLESS FIBERGLASS PIPES WITHIN MAT11N
o ~ i \ ' t f ' STREETS SHALL BED I N F R 1 ~ ~ 8 ~ ~ ~ ~ ES G ED 0 0 YEAR ST( ~ 10 YEAR STORM. - <10X
30 I 9 3 ~ ~ ~ ; I ALL ROAD CROSSING PIPES SHALL BE DESIGNEC 4 VU i i i i ~ ~ ~ . BE DESIGNED 0.6 MIN.
% j ~ 82, 1 ~ I ! r FOR 25 YEAR STORM. , 2 1 \ I ~ i ~ ~ r ~ `i ~ ~i ~ i ~ 8
} ~ ~ ~ ( i 1 i ~ B~IRIED
~ ~ ~ ~ I i i / i ~ i i~ ~ i ! ~ 4 J 6 MIN.
! ~ ; 1 ~ 1 I i i
' ~ ~ ! I ~ f ' /
_ - ~ I ~ ~ ~ i I / ~ _ _ I ~ ~ 1 , ~ ~ PROPOSED LEVEL SPREADERS FOR REI ~ ~ ~ f i ~ i :RS FOR RELEASE POINTS VARIES VARIES
~ I ~ t ~ ~ r I l D ; ~ ; I ~ i ; ~ RELEA E PIPE D.A. C 10 SF 10 SPREADER L NGTH
' ~ N~f I ~ ~ ~ ~1 l ARV}. WAYNE ~ LOWERY ! i ~ ~ ~ ~ ' j ~ I ~ ~ i ~ ~ t F 3.77 a.c. 0.53 14.43 cfs 14.43 cfs 188 I.f. L.S. 1 C
i ~ D8;8842 P , 467 \ ~ i I r i f ! PiN, nzs.os- a-asst ~ i ~ I % L 4,27 c.c. 0.55 16.96 cfs ~ N , r ~ ~ ~ i TYPICAL SECTION OF LEVEL SPREADER 16.96 cfs 221 I.f, L.S, 2 Q
~ ZQNED R+-4 ~ I ~ ; l ( ; i J ~ / ~ r ~ i ~ ' , ~ , I ~ ~ ~ ~ W 4,85 a.c, 0.48 16.81 cfs 16,81 cfs 219 I,f, L,S. 3 ;
I l~ I l i ' - , r' < I r ~ r i ~ D1 4.84 a.c. 0.55 19.22 cfs 19.22 cfs 250 I.f. L.S. 4
, ~ i / / ,n, r , I I , i i ~ 1 I ~ 2.69 c.c. 0,64 12.43 cfs 12,43 cfs 162 I,f. L.S. 5
~ i ~ ~ % ~ I ~ ~ ~ ~ ; I ~ ~ Q 0.78 a.c. 0.77 4.34 cfs NATURAL GROUND 4,34 cfs 57 I.f, L.S.
, _ i ~ i _ 1 _ ~I ; ~ ; ,l ~ ~ ! I I I w i i i ~ f I1 3.14 o.c. 0.65 14.74 cfs l 1" % i ~ ~ D2 14.74 cfs 192 I.f. L,S. 7 N
ti I ~ ~ ~ ` i , i ~ r ~ ~ ~ ~ F2 0.35 a.c. 0.65 1.64 cfs i i i O ~ % ~ I 1,64 cfs 22 I.f L.S. 8) o
- ~ 1 I ] ~ ! I i 3.50 ac. 0.62 15.67 cfs 15,67 cfs 204 I.f. L,S. 9 C
' f { P2 5.66 a.c. 0.53 21.66 cfs 21.66 cfs 282 I.f. L.S.#10
~ ~ i ~ ( / + ; L3 5.77 a.c, 0.52 21.66 cfs ,r ~ ~ I I ~ ~ L I ~ ~ ~ ~ ~ 21,66 cfs 282 I.f. L.S. 11 ~ ~ II ~ ) M
i _ , i , % ~ 3 7 ~ i ~ Q 3.0 a.c. 0.61 13.52 cfs r ; l ~ ~ 13.52 cfs 176 I.f. L,S. 12
~ % ` 1 i '1 ~ I r 1 r I 1 ~ ~ , ~i~ ; ~ i I ~ \ Y3 0.28 a.a 0.74 1.50 cfs 1,50 cfs 20 I.f, L,S, 13 ~ II C
' 1 ~ ~ , ~ ~ ~ ~ ~ LEVEL SPREADER LENGTHS ARE BASED ON THE ~F ~ BASED ON THE POST- G
; ' i, ~ i ~ 1 i A ~ DEVELOPMENT Q10 DISCHARGE AT THE RELEAS T THE RELEASE POINTS. ~
~ ~ \ I ~ ~ ~ (3 EET OF LEVEL SPREADER FOR EVERY 1 C ; ~ j , ~ \ ~ ~ SPREADERS MUST BE LEVEL AND IN A 20 PRI OR EVERY 1 CFS FLOW), ~ G
~ ~ i ! ~ ` ~ ~ 1 \ ~ ` DRAINAGE EASEMENT, MAX. LENGTH TO BE 30( i IN A 20 PRIVATE tD iTH TO BE 300 L.F.
- ~ ~~V ' \ ~ ~ ~ ~ \ ~ RATIONAL METHOD //Q=CxIxA WAS USED FOR t .fi"" j ~ i ~ \ ~ A A A ~ ~ l ~1 ~S USED FOR CALCULATING
~ i 1 ~ ~ ~ THE DISCHARGE FOR THE 10 YEAR STORM EVE ~R STORM EVENT.
I ~ 1 V ~ "t \ ~ , ~ ~ INTENSITY IS 7.22 INCHES/HOUR. ~ i I C 1 ~ s, . ~
~ ,j \ A, C -VALUE VARIED, DEPENDING ON DRAINAGE >c ~ ti f / ~ ~ ~ ~ ` \ ~ ~ ` ' DRAINAGE EASEMENT, ~N DRAINAGE AREA. NATURAL GROUND
t ,s i VARIES
v 2 i~ 1 ~ ~ i f ( l 1 ; 1 ~ \ ~ ~
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l ~ I \ t 1 ~ ~ , / PLAN VIEW OF LEVEL SPREADER
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~ f_~ ~ i A I i I ~ / ~ ~ I ~ ~ i' _ _ ' ~ ~ ~ ~ ~ j i ~ LOW~~Y QIC IN~ON, PLC ; i , ~ f LEVEL SPREADER SCHEDULE
~ \ ~ i ~ ~ i ~ \ ~ ~ ~ ( r / B 945 PG 1156-4 ~ i ~ I ~ 1 i ~ ~ A i ~
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PRELIMINARY DRAINAGE PLAN
l~L ~99E--184 ~ ~ r'' \ \ ~ ~
i PI1J,# 72~'.03~44-026 ~ / ~ ~ ~ ~ ~ \
~ R ~ ~ ~ ~ ~ ~ ~ :~ZO~NED ! ~ ~ i 1 ~ ~ / ~ A CLUSTER SUBDIVISION
A ! ~ ~ " 1 ~
NEUSE TWP. OWNER: JOHN WIELAND HOMES

50 0 25 50 100 THOMP CIATES WAKE CO. NORTH CAROLINA ZONED R-4 163 RD
HOLL C 7806 DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04-011
MA TCHL INE 8 SEE SHEET 4 f 08 SCALE 1" m 100' SURVEYED: NONE RAWING LOW-STM
SCALE 1"s 50 REMSIONS 11/10/03 2/6/04 PIN 1729.04-54-9638
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PRELIMINARY DRAINAGE PLAN
A CLUSTER SUBDIVISION
NEUSE TWP. OWNER: JOHN WIELAND HOMES
50 0 25 50 100 THQMP CIATES WAKE CO. NORTH CAROLINA ZONED R-4
153 RD
HOLL C 7806 DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04-011
F 09 SCALE 1" a 100' SURVEYED: NONE RAWING LOW-STM
SCALE 1"= 50 REVISIONS 11110103 2/6/04
3 9 04 PIN 1729.04-54-9638

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REVISIONS 11/10/03 2/6/04 3 9/04 PIN 1729,04-54-9638

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~ I I / ~ l ~ ~ ~ f i~ ~!I/i I 1 I ~ I! ~ l r/ it / t i / ~ / ~ I I 1 ~ I ~ ~ 1 ~ f 1 t ! f i i t t;' ~ / 1, ~ / l i i' ~ / ! ~ l ~ ~ / ~ / / /r _ A V / ~ ~ ~ ~ ~ ;
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SHEET 6
Y DRAINAGE PLAN PREUMINAR
Sl'ER SUBDIVISION
A CL U
~irllcr rug OWNER: JOHN WIELAND HOMES
11 OMP GATES WAKE CO. NORTH CAROLINA ZONED R-4
1LL 760e
50 0 25 50 100 HOLL RD DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04-011 C
F 09 SCALE 1" - 100' SURVEYED; NONE RAWING LOW-STM
REVISIONS 11110103 2/6/04 9 04 PIN 1729.04-54-9638
3
SCALE 1"= 50
i
I

i
NOTE;
ALL INTX R/W RADII ARE 25' ALL INTX BACK OF CURB / ~ N/F
RADII ARE 30'. / ~ ~ ARVIL WAYNE LOWERY ~ ~
UNLESS NOTED OTHERWISE ON PLAN. ~ DB.3280 PG. 179 ~ ~ ~
/ I NOTE: rL0 ~ ~ ~ ~ PIN. 1729.02-55-2006 /o
DEVELOPER TO PAY FEE-IN-LIEU / ~ / ~ti ~ ZONED R-4 ~ \ ~ ~ ~
~ FOR 1/2 36' B/B STREET & 1/2 W 5' SIDEWALK ALONG EX. FALLS / F,J /
O OF NEUSE ROAD. / ~ , / QF NOTE. ~ ~ ~ NOTE:
Q ~ DEVELOi DEVELOPER TO PAY FEE-IN-LIEU \
_ _ FOR A 2 P / SDEWAI FORA 36' B B STREET W/ 5' 1 ~ / SIDEWALK ALONG NEW FALLS ~ 1
ENWAY / c uuirs aP ausTER1 ~ ~ E C.O.R. SAN. ~ P 2 3 ~ N/F / / OF NEU OF NEUSE ROAD. 1 1
. . p.. / W ~ GILBERT CURTIS MCCONNELL J f' s ` ` ~ • • ~ I DB.4949 PG. 410 ~ ss ~ I
? ~ ~ + ~ + • ~ ' ? • ` 100 YEAR FLOOD J SS ~ ~~s• I I
1oD YEr1x FLOOD • y~ ~ i • ~ PIN. 1729.02-55-0069 ~ / . .`/`?`i`Y i ~ ? - ZONED R-4 ~ o ~o, I NOTE. s , F I I
? /~1 ? ~ •SPACE • i • i ~ I -TPF- DENOTES TREE PROTECTION I I
? 3 ° ~o i` i`3~.36AC ~ ~ / / liiili.i z \ ~ Q~~P 97 o ~o I FENCING Q~~P 97 I I
y ' - O N F 0.j ~ ` i ` ~ O GILBERT CURTIS MCCONNELL ~ I 3 A7 ICI
~ . `?i` ~ `?`t DEVELOPMENT ~ D8.4949 PG. 410 ~ ' . % . ` . / i ~ PIN.~1729.02-55-0069 / y 1 ~ 9; ~ 1 ,
. , . ? ? ? ` ` i 5.00 ACRES / / / ~ , ZONED R-4 ~ OPENiSPACE• K / • ~ • ? ~ ? ~ • NOT IN CLUSTER v / ~S / 96 0° ~ ~ F I
+ AVERAGE COPE' ? ` + i ` + 98 ~ ~ J
~ i "E 2669.91' f ~ ~ N88'35 42
i i a`.` ` i i i i i EE y CEfdETER\ ~ ,`i", ? , i / LIMITS OF CLUSTER 40 V 95 ~ h I I~ LOT 3" NOT PART J 80 90 ti OF CLUSTER J
? ~ ` ~ ~ ` ti LOTS i!d NOT ~ / PART OF CLUSTER. / W u4 80 30' PROTECTIVE 65 y
R-4 DEVELOPMENT / 99 ~ Q N89'i6'05"E 363.21' N8916'05"E 236.60' 1 20' C.O.R. SA Y y y/ R ~ ~ ~ y y y EA ~ ~ 66 eo' _ y ~ 64 ~
c / @oc o' / ^ c 58 e 1ti~` ,,y~ y y y y ~ ~ 63 h 94 ~ 91 y y y y
~ / 2 RECREATION CENTER o fit' / PEN SPACE PRIVA ~ n y y ~ ` / y y y y y V
1.30 ACR~S 75 1 / / ~F` 45 e ~ I ~ y~/ - 62 ~e ~ 67 y I ~ I ~ 92 1 y ~ r 61 O / y y y y
/ ~ ~ F -1 , C 0 0 400 ~ v 200 10 2 / ~ o• m 100 Lam. ~ .E~ ~ h ~ I ~ 121 y 2D m I ~ ~ y 20 ~Y y y W y~ y
P~ ~ ° ~ ~ % ' ~ 20'x 40' ~ ° r ~ : 57 60 ~ ~ A 93 e \ ~ ~ s F ,
~i ~ , ~ a 101 ~ a ,yo/ OS o e a 0 ~ P V1 `~~F L yQ y' y' / b F9 ~+~A y S y y y y ~ se 4 B A 189- ~ " E 69 `~i~ y y
" ~ W ? n O SCALE 1 = 200 W ~ 1Erra y ~ QPEN SP ~ 2~0 68 F2 y y y y A ~ j 42 ~ \ DBL 69~~g1 / ~ yr
~a'E E BABY POOL J ` `SUT _ - RAMP o LAMP o ~ R I VA T y H~C 1~ 394 ~ y y 0 P E~ y y e ,,y
20' g~E~ _ , - - C 76 53 ~ H/C SI E DA TA ~ aRD H/c R . ~ ~ RAMP AMP ~ 55 y y 56 S X~' 61 y y y y y y y ~ R 4 1. 1 A ~ / ~ /
EXI T1NG ZONING OF ENTIRE TRACK R-4 TRACKS ALLOWED v / W 89 ~ 7~' ~ ~ 75 ' 70 y Z y y y y
82 67 MINIMUM LOT YARD SE ~ _ „ t0i L AREA OF PARCEL FRONT YARD 10 FT / LO i', 2', and 3' N07 INCLUDED IN CLUSTER R AR YARD 20 FT. / c ~ . ~ RAM ~ ~ P ~ ~1 ~ ~R
TO L AREAS OF LOTS 1', 2", k 3' 5.27 AC. E 1 ~ ~ ' AGGREGATE 40 FT N / ~ . 15 1 a' H/o 87 88 bN y 55 ~ ,1.6~0o d W~ 76 y y y y y y ~ 181 RAMP .y ~ 00 l y ~ HNC 8 y y y y y y y
DE ~CATED RIGHT OF WAY 1.11 AC. SIDE YARD 5 FT. / ~ AL CLUSTER AREA ~,Z9 A~ AGGREGATE MIN. id FEET BETWEEN BLDGS. 15 FL / 106 105 ~ 9 .3~AC RAM , 12 o ~ OJO 1~ y y 7 7 6 a ~ 6 y y y y y y y y
/ ~ 180 m EXI$71NG ZONING R-4 MINIMUM L07 YARD SETBACKS PROVIDED 15 FT. CF 179 30 ~ 0~ N ~ , 71 y D 5 ll~ y y y y 1 1~ y y
FRONT YARD O O4 ~ 10 AR A IN STREET RIGHT-OF-WAY 12.67 AO CORNER FRONT YARD 15 FT. i\ 103 91 8D ,u0.' y y y ,obi ~ 49 v x ~ ~D y y y y y y y y 1
7 T REA OF CLUSTER 64.68 AC. 20 FT. n 0 L NE A REAR YARD / 70 L ALLOWABLE DENSITY UNITS 252 D,U. AGGREGATE ~ 10 - ~ y 81 ~ ~ ~ 74 8 18 / y y y y y y y y
U. FT, 18, i0 L DENSITY UNITS PROPOSED 188 51DE YARD 5 ~ N/F 10 DE SITY OF UNITS) 188/ = 2.46 AGGREGATE 15 FL ~T ARNL WAYNE LOWERY 92 32 1~ ~ 86 y~ y y / 78 ~ y y y y y n ~ 4 y y y
l# F ~ 1 NE LOT AREA = 76.29 ACRES MIN. 10 FEET BETWEEN BLDGS. ~ / D8.4842 PG. 487 I 4 ~ ~ J~ y 9~ y y y y y y y 22 N ~Oti ~ ~ h 72
~O AL OPEN SPACE REQUIRED 10X MIN.) 7.63 AC, ~ , 2 PIN.~~729.03-44-3692 W ~ ~ ~ 2Y N ( 00 / ~ EX, ZvACAr1T4 N 17 _ 70 AL OPEN SPACE PROVIDED 15.08 AC. RECREATION CENTER DATA: ~ QP D/W ~ ~ 7 y y 82 0 ~ y y y Tip'" y / , ~ 73 , ~ / ~ •Y y y y y
TO AL OPEN SPACE LOTS 4 POOL HOUSE 16'x 32' = 512 S.F. / Cj• \ ~ F / ro ° 108 18; I y y ! 80 1 W y y y y y y 18 85 54 79 ~ - - ~ y y y y
OP N SPACE OUOIIENT 412.19 FT. POOL AREA 6,393 S.F. / ~ p ~o N/c ~ REOUIRED PARKING = 1,391 S.F./100 S,F, = 14 SPACES \ 2 ~ / / ~ ~ ~ 30 PROTECTIVE y y y ~ , ACE
OP N SPACE LESS THAN BX AVG. SLOPE 110 Del L PROPOSED PARKING = 30 SPACES ~ a / 176 RE UIRED 2.0 ACRES P c 109 111 "RA/MP SS ~ ~ / RIVATE~ 30' PROTECTIVE N~ YARD 6 .E. ~ ~ Y S 1 ~ YARr 13 1 1 S89'40'24 W 2372.96' y ~
PR POSED 2.36 ACRES 0 7.292 AVERAGE SLOE n / lg 1 ~ y 53 ~ ~ 3
LIN AR FEET OF PUBLIC STREETS 9442 LF. \ / ~ ' ~ .0.R. SS T MIIMUM LOT AREAS ALLOWED NS , 11 2 ~ T 8 e~ ~
R- ZONING 6734 SOFT. 8 / 3 4 04, ~ V MI IMUM L07 AREAS PROVIDED / J~, J 1D0 / U Do y y~, LIMITS OF CLUSTER ~
MI 1MUM LOT AREA 7611 SO.FL / !y 0° / 17 ~ g ~ • 75 1 'b e ~ ~ y ~ a ~ 175
MEDIAN LOT AREA PROVIDED FT F.~"c~F, SO 113 MEDIAN LOT AREA 11000 SO OJ N ~
A RAGE LOT AREA PROVIDED ~ Lo~Rr-adrn+soN, uc / ~ 42 ~ A RAGE L07 AREA 11411 SQ.FT oa aoos Pc 1x4 ~ \ ~ ~ 1 ~ hti N F o 185 /
PIN.n~~.oast-uwe \ C v 17 ` ~ 2oxm R-4 ° RAMP 174 ~ q 6 V ~ w ~'''r , s J ~ BRANDYWINE LLG- - - o ~~~=~'Y~', A
c ORI 214 ~ gv. a p\ < ~'w 4.~fi AC. 114 ~ .f ~ ~Q 4 ~ ~ 4) O r+~~ ~ f 186 DB 8795 PG. 2671
\ \ DB \ ~ \ c 171 ~ o_ 51 ~ ~ PIN, 1729.04-74-6026 ,.-4--=.~~~~~~_~~
P ~ \ \ o 83 16 # w, ~ ~ ~ ZONED R-4 _ _
\ Fk 115 / , 6 170 6 i~ I I .ti • ~ ~
@q SHED ~ \ 3s 169 ~ oe ~ 83 ~ . ,
\ \ ~ ~ S \ 116 ° ~ M ~ HNC ~ ~ ~I ,r
\ o~ ,~0 0 159 1 J ^
\ ~ QR- 1~ ~ \ { / ~ 38 'ti I, li SITE ' 166 84 ~ ~ ~ / /
\ LIMITS OF CLUSTER o y ~ ,,~a, • /c 166 \ rv}'~0 117 '1 15 \ h ~~r RAMP 5 R e I ~ ,
\ ~p~ ~y a a.te' o \ 9y \ \ ~ 60 ,o . o,R. S 38 ~H //~i~ - ~~V,~7( runiw aw u~`` D, ~ RATA ( ~1", R. ~ o ~ A ~ ~
\ \ N /F \ ~~0
. \ s •E T\ A~ WAYNE LOWERY \ 118 15 ~ y y < \ ~ 161 ~ \ (i 0 WILL 99E-184 3 j i 209 A RA 4 ~r~ 'l~ ` ,
°M m a \ PIN, 1729.03-44-0246 6 165 e' e' ~ c^ ZONED R-4 ( ~ ~ / ` 165 0 11, 1r..~ ~~~~'/`::,`i,;~' ,`~s~~ J/
\ ~ \ ~ oo m~ \ s~ " ~J. 163 ~ q o ~ IC R '
~o ~ on \ ~ 119 156 ~ ~ 193 ~ ~ 85 ~ ~ ~ , `~~;'1 VICINITY MAP
\ ~ \ AV ~ . , P~y~ h ~ 7p4 10'~V~ ~ \ \ `~2 (o \ ~ 12 \ m ~ ~ 149 ~ ATF o,e. ~ - - -r ,
\ ~ 20 ~ \ s \ A ~ \ t, ~ 4 .o \ y 55 m6 148 \ r /y ~ ~'o 164 ~ _ 40 ~ - f-~_
A ~ 164 ~ 36
\ ~m ~ \ BA9 9'\ / / 6j ~ 124 ~ ~ / / 83 - _ ~ _
~ - \ ry ~ / o o~ o ~ ~ r \ 2 ~ ~ '~41 ~ 146 ~ ~o Eo a ~s~ ~ 54 0
\ ~ \ \ s 125 ~ 51 s 145 4 o ~ , c,9$" o 1 .s ~ / 4 35 ~ `°7 42 _ ~ -
~ ~ ~ 2 ~ : 121 ~3's J 14 ~o M
~ ~ 5 ~ 4T ° ~ ~ h• \ ~ ^ / ~ ~ 144 4 ~ 20' 43 ACE CALCULA110NS FOR RIVER RUN;
\ his nN ~ g ND \ ~ ~ ca 53 15 151 I ISLgNS `3r 100' R W ry ~ ~ IMPERVIOUS SURF
\ ,ark titi NF o a ~ 34 76.29 ACRES u ( 1~ ; \ TOTAL AREA
6 s 55 m \ ~ 12 12 ' sl - N --1_ o \ ALLOW. IMPERVIOUS SURFACE AREA: ACRES = 22.89 ACRES M 30' OF 76,29
JULIE WRIGHT _ _ b ' N J L a - H/C , °j ~ -_129 1 ~ 1B ~ 0'R N IVISION; 188 LOTS BOC /~,r o 19 OF LOTS FOR SUBD
,F ' DB.9298 PG. 524 A~ 128 R ~s ~ 69 RAM 2 PRIVATE D.E, 1 T ~ ° 1 29 R PS y'Y
PIN.#1729,03-33-7656 ~o'~o H/c 100 47 is ~ ~ ~ ~ ~ H/C R~T00,00 15 ~ 1 14 I s2 44 ~o 33 ~ sd8 ~ ARE PER LOT,
ZONED R-4 ~ 75 D 9 ~ ~ 90 9 ~ ~ ~ 14 o . A ~ 13 ~ / \ IMPERVIOUS SURFACE 45 ~ a'~ FOOTPRINT (55'x45') = 2,475 SF
°J ~ ~ ~ ° ~~~~9' 0 30 3s 34 ~ 141 ~ ~ ro x~ 139 140 r DRIVEWAY (20x20') - 400 SF ~ r ~,8-- _ J CONCRETE PAD 10x10') = 100 SF
~,,9 Fq ti ~ 135 138 S~""~ a, ~ 3 136 13 ,S. NR~ ~ ~ ~b7 CONCRETE S W 4'x23' = 92 SF
131 ~ N ~ ~ / ~ - 3,067 SF LOT 32 ~ ~ TOTAL PER LOT - / N/F
55 m TP m ~ m D m ~ , 46 BRANDYWINE LLC
ro i ~ ~ N % 7 IMPERVIOUS SURFACE FOR ALL LOTS; ~ DB 8795 PG. c671 188 LOTS x 3,067 SF = 576,596 SF = 13,24 AC.
~ s7 91 ~ 57 PIN,#1729.04-74-6026 5' CONCRETE SIDEWALK:
21 m Q I7 31 ~2 37,376.96 SF = 0.86 AC. ZONED R-4 ROADWAYS ;
84 97 cD6'., 83 BO 77 05 47 ~ 324,019.93 SF = 7,44 AC.
1 131 76 POOLHOUSE & PARKING: ti 6,905 SF + 8,591 SF = 15,496 SF = 0,36 AC.
~ ass ` URFACE AREA; = 21.90 AC. s 29 30 L s,~s. ~16~ TOTAL IMPERVIOUS S
s `S 188 ~ 14 15 ~ ~o. H C ao•
18 ~ w RA ~ 48 PROPOSED PERCENTAGE OF IMPERVIOUS SURFACE AREA ~ 28.71X
N F 8 J 13 ~ ~ - ~ ~ m A ANO IN COMPIJANCE. o D SITE IS BELOW 30X IMPERVIOUS SURFACE ARE
REUBEN LEONARD 7 9 10 11 1 N 28 4 2 .6 J > eW ~ 14 S B'3 p4 R M --13'i
DB.952 PG I ~ ~ ~ s+ DB 6728 PG 42 ^ ~ F R ~ 73 49
PROPOSED STUB ti" 6 10 = 4561 _ _ ~ R~.~ MB 1996 PG 1959 - - 002 ~ _ ~ 1 ~ L~''09~0 '7s OWNER/DEVELOPER. a~.R.300.0 27 ~
,0 -33-2530 FALLS POINTE(S 85 2 ) ^ _ PIN.#1729 3 H D _ m _ H/c ~ JOHN WIELAND HOMES AND NEIGHBORHOODS , ryo ~ N 1
ZONED R-4 cu DER coNS noN ESM ~ ~ RAMP y pEOESTRI 390,995 S,F. ~s / c so'-Sr;~T' ~ 75 75 ~ 21 101-A QUAIL FIELDS COURT '1 ,
8.976 AC. ~ a o 1 24 25 MORRISVILLE, NC 27560 SHEET X
~ z H C tl /c N 22 i RAMP ~1 AMP 19 r M 23 ~I 17 18 ' 50 23 26
4 ~ , 16 s 20 ~ ~ 2 - 1 h d / ACE CALCULATIONS ~ SURF -.l RVIOUS 1 MPE
3 ~ _ 5 ~ ~ - - TECnv>: 30' PRO
d~ J 30' PROTECTI 163 - Y D 76 ' 163 YARD 75 S86'48'41"W 656.81'
S88'4 W ' TER DEVELOPMENT A CL US
L-7 LIMITS OF CLUSTER - ~ CHARLES A. h UNDA F, ~ _ DANIEI,d~,• GLENN d;~MICHELE REID CLUSTER ~ 3 N~ ~ ~ NEUSE TWP. OWNER JOHN WIELAND HOMES
JOHN T. FONVILLE R'
CHRISTOPHER J. LORNA i P CAnOdA~ M. ANDRE4f5 ~n DB. 08465 PG. 0101 681869 PG. 887
BRANT A. & WHITNEY E PHASES 123k4 MB 1988 PG 1170 M 19 14B 9 G 0 MB 1998 PO 104 ~tP PIN 1729-4J-7224 BM 1996-1170 M PIN 1707J43-6214 PIN# 1729-43-8224 JAMES SCOTT k 1998 PG. 1148 ~OMP CIATES WAKE CO. NORTH CAROLINA ZONED -4 PI MA N.#1729.04-52-3643
a DB. 09920 PG. 1254 FREDERICK T, & ROBERT M. k KRISTIN G 8393 So: 3e ACRES DB, 06695 PG. 208 BM 1996_1174 CATERINE HERB PHILLP M. k MARGARET E, CHARLES G k FEUCIA DAND W, k MARY MELANIE S BM 1996-1170 MOVER HULL TAUST W. WILSON ELLEN E. GRANDY J. SMORA QI X BM 1996-1170 831 1998 1170 20NED R-4 ALEXANDER ZONED R-4 ~ 1,054,373 S.F. X 153 b `RING RD DRAWN MTH JOB NO, E04-011
-5252 PINS 1729-33-6273 DB. 09297 PG, 1551 DB. on17 PG. 0256 OG' ACRES 3J ACRES PIN~j 1729-33 46 ACRE$ BM 1996-117D LOT 43 QB. 10356 PG. 0610 DB. 07416 PC. DS26 PIN 1729-43-J232 BM 1996-1170 n ZONED R-4 20NED R-4 PINS 1729-4J-724 24.205 ac. w HOLL`SPG C X7606 DATE 9~2~03
44 ACRE$ ®M 1996-1170 BM 1996-1170 DB, pny2 PINt 1729-43-4243 O LOT 50 DB. 08796 PG, 02w PIN 1729-33-7292 PIN 1729-4J-1125 PINS 1729-43-1125 PG. 0174 BM 1996-1170 ZONED R-4 ZONED R-4 R LOT 40 GLENN L k ~7.1 ACRES 60 ACRES BM 1996-1170 .49 ACRES SO ACRES I 70 AC ES AE NO k JESSCA ZONED R-4 1' ZONED R-4 PREUMINARY DRAWINGS FAQ ~5~=143 SCALE 1° = 100' SURVEYED DRAw~NC FC-IMPERVIOUS
ZONED R-4 KIM BRENDA W. MAS ZONED R-4 ZONED R-4 42 ACRES LOT 38 LOT 49 DB. O68SS PC. 2194 DB. 08095 PC. 144 20NED R-4 2 1 SUBMITTED FOR REVIEW J: REVISIONS 11 10 03-i 7 04 PIN 1729.04-54-9638
LOT 37 LOT 38 SM 1996-1170 SM 1998-1170 (f1 cc L0T 39 PIN 1729-J3-8195 PINS 1729-43-00 LOT 35 LOT 51 NAT A NOT RELEASED FOR CONSTRUCTION SCALE t"_ 4 4 1729,04-44-4861
63~ACRES sa ACRES LoT as LoT 45 LoT 48 K A TE S B R I D G E LAN E ON R-4 ZONED R-4

9
i
1
I ~i ~ ;
i NSF
~ ~ , P R 0 P S A 0 N AR 1 VIL WAYNE LOWERY
I ~j DB.3280 PG. 179 TOT A~ MPA
i ~ ~ ~ CT 11 74 7 F S 181 ~F PIN.#1729.02-55-2006
~ Q~. ~ i ZONED R-4
/ / i IMPA T 2 C TYPE FT LINEAR FT.
,~,.,r.
(PROPOSED)
CHANNEL 1,345 17 181
s i, ~ W a . ' ~ ~ ~ ~/ioo YEAA FLOOD r ~ ~ % i~11_BERT CURTIS MCCONNELL EXISTING ZONE 1 (1ST 30 FROM CHANNEL
~ • 100 YEgR' FLOOD " ~ ~ ~ . ~ ' / j ~ , ~ . D8,4949 PG. 410 S N 3, 610
~ ~ ! ~ PIN.#1729,02-55-0069 f W .`F ~ wSPACE- y ~ ~ ~ %1 ~ r-- s, ELISE - ~~R , ZONE 2 NEXT 20' os ( )
ZONED R-4 __.r.... ~ . 1~.~$AC~ ~ ?ob ! BUFFER 2335 ~S. F
a~J v - j % / L--- , / ...I. ~ ; ~ J I ~ ~~y ~ W~ I 5 945 TOTAL
j , ~ ~ . ~ f . ~ . . N~ ~ / ~ i ~ , Y ~ \ /GILBEAT CURTIS MCCONniFI_L ~ ~ ~ ~ r ~ j. , " ~ . pp~ ~ De.as4s Pc. ago ~ 81 ~ ~ I ZONE 1 (1ST 30' FROM CHANNEL
f ~ ~ ~ ~ OPEN^SPACE~ Er~~ / - ~ ~ • - L i ~ ~ PIN.y1729A2-55-Dhao ~ ~ ~ NEUSE 3,484 ' 81 ~ ~ ZONE 2 NEXT 2 ' y ( 0)
E ~ ~ . 20NED R-4 w - s.ae a ~ ~ / Av>:~AGE rope ~ y; i ~ ' ~ ~ BUFFER 2 25s ,a9 ,
I 7, % w ~ ~ .1 ~ / / r~ ~ ~ ~ ~ i~ I 80 F 5,740 TOTAL
. . ~ ~ ,off y 1 ' ~
° n 82 ~~i~ ETERY 1 I I W ~ i ~ ~ 82 i 'P~ ~ ~
~ ~ ~ i M ~ L 79 K
i 1 a ? / N89'16 05 E : '5.60' N89'16'05"E 363.21' N88'35'42"E 2669,91'
, ~ ~ ~ _ 2 ~ 83 i ~ ~ o i li ~ ~ ~ / i'
, ~ I I ~ _.,,..~~,._.._.CI,~_.__. ~~..r~ W,.. ' ~ - ' 74 ~ i` - ~ i j~ 53 ~ / ~
I 4 ~ i ~ ~ ; _ - 78 ~ 47 75 i'
2 0 ~ 0 2 0 ~ ~ ~ ~ a~ , `I ' S2 y W
~ .y ~ ~ W y ' / _ - - - I
v SCALt I"a 200' OS1 . /
84 85 i i~ ~e ~ 46 49 - ~ 55 ~ ~ ti, ~ w. 77 ~ ; i - V ~ w w y y W
- 1 ~ NO GRADING WI ~ ~L BE ALLOWED IN ~ 4' I 1 _ 48 , ~ _ , OPEN SPA ~ W W ~ u- ~w
a:,~, _ _ - b..~ NEUSE BUFFER FOR MOME CONSTRUCTION. i v,°` _ . _ , ~ ~ ~ ~ ~ ~ b~ ~ W y v r~ W , ~ ;
_ ~ _ . REE PROTECTION FENCE TO BE INSTALLED ~ , RIVAT ~ 5s _
- , ~ ~ y~ , 1 1 A ~ ~ OPEC W _ , _ ~ 45 ~
ALONG ENTIRE NEUSE U ~ > B FFER PRIOR _ _ _ . , ~ ~ u- y v y
TO ANY GRADING OR CO ~ ~ _ NSTRUCTION. ~ - ~ ~P~AC ? 12 ~ ~ 63 t~ ~ ~'.r .
~ ~ _ - ~ 1 . 89 ~ 6, ,r~ ~ , 58 ` ' ~ u ~ y R~ _H ,y 16 ~ 73 ~j 44 \ I ~ ~eR ' I P FBI ~ ; T~
PIPE INVERT SHALL BE 9~ ~ ~ j ! ~ 161 6 I ~ ~ ~ t I 64 W ~ W j y ~ _ ~ ~ 1 _ l ~ ~°1 ,
_ F 88 i , . 87 PLACED AT LEAST 1' - _ ~ ~ y++ ~ ~ j ~ ~ w w y W W
~ ~ / N ~ i j 86 BELOW STREAM ELEVATION - ~O dRML WAYNE LOWERY 91 ' s y
~ D8.4E41 P0. 4A7 i ~ j I - - TO ALLOW FOR AQUATIC LIFE ~ PIN.~,~1o.oa-.4-~o1w ! J 64 ; 59 ~ ~ ;
I~ _ ~ EX. toNEO R-4 i ~ ~ ` - ~ _ _i PASSAGE. Q°' ~ o/w - ~ ~ ~ ~ I ~ ~ ~ 69 ~ ~ 62 , ~ , 71 i - 66
~ _ ~ 160 _ , , I ~
/ ~ \ 0 92 ~ 159 1 ~ z ~ ~ ` \v
~ \ 165 i` 1 I ~ 70 ~ i 60 ~w w y 165 68 67 61 ~ ~ ~ 43 oPEN 1
~ ~ .1 \ ' 93 94 s5 I ~ R y ~ w ~ ~ ~ Y i a SPACE ~ ~ i
I ~ i _ 158 ~A~ , s READ -.C~OSSIMG s (PRlvarE) ~ ~ ~ ~ ~ ~ I - ' ~ ~
I- ~ S89'40'24 W _ 2372.98'
,l ~ ~ e r
~ ~o ~ 166 ~ ~ uMlrs of c LUSTER ~ m
\ , , 155 1 ti000 p LD~Y-a~~N~, ~ 97 i. ~C~b ~e ooae Pc ,ae~ ~ ~'~t 42 i _ ~ SANITARY SEWER d CONSTRUCTION
~ ZONm R-~ v'~ , , N 19 148 SF c ~,.K 72 ~ 98 LF
i Cr ~wA ~ ~ ~~r 471 . ~ \ ~ u, ~ .r. ~ 1 . ~U,~y ~.,~t A~ ` ~ 154 156 RaP ~ N F / W ° I _ 2
~l~l ff ~ _ ~ \ 98 , ' ~ ~ H~ADWgLL IMPACT TYPE A ~ ~ BRANDYWINE LLG- - ; ~T LINEAR Fr.
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15 Fk EX. _ Aar;; B 16 PIN. 1 - ~`I~'~ NEUS 83 # 729.04 74-6026 ~ E zoNe 2 NEXT 20'
\ N 9 9 ~ a \ ~ ~ 1 ~l) i r r i t' BUFFER aa2 ZONED - R 4. , 4
41 ~ I, i 1 025 TOT ,v, AL ~ ~ I ZONE 1 1ST 30 RO M CH , ANNEL
q \ ~ ~ 151 ~ ~ `.v h ~ ,J \ \ ~,a 1Ov 14 v t J ~ ~~:,-r ~ ~ 16 ~ ; NEUSE asp u I~'.' i ~ f E ZONE 2 (NEXT 20')
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~ ~ E E - - ~ ~ p~5 S}, A { 149 ~ _ I - - ~ - 3 072 TOTAL 149 ~ ~ ~ ZONE 1 1ST 30' FROM CHANNE ( L)
~ ~ ~ \ ! ~ ~ 9~ \ \ 10 \ 141 ~ ,t NEUSE i,~ee
t ~ q ~ \ N/F \ / _ ~ ( WAYNE LCWERY G 169 ~ j ~ ZONE 2 NEXT 20' BUFFER ( ) 888
~ ~~°m a w~u ssE-yea ~ ~ 14 , / ; 10 ~ ~ ~ _ ~a y P~N.~1729.03-44-0246 ~ 29 2 076 TOTAL _ ~ i __w~_ ~ ~
~ N - 'A ,o ° m \ zo Eo A a ~ 140 14 ,1 a~~''"" i i
V ~ n A ~ ± ,..,8 ,8 ~ ~ CHANNEL 29 41 _ _
\ ~ D.' ~ ~ s \ 1 145 ~ ~ ~m 03 1 A °o < \ 139 _ -
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2 ~ ~i ~ ~ ~ 5 ~ _ _ NEUSE ses I ; ZONE 2 (NEXT 20' -
\ ~ ~ a 104 13 \ \ r~~ < 2 ~ ~ ~'9 ~ . 13 ~ ] c' ~ `'~D - r ~ 8 ~ . 131 ~ ~ ~ , H BUFFER ~,3as I 31 f ~ x~"~~~~ 2 340 TOTA _ L
0 ~ Di A~o ~S 108 ~i o ~ E ~,o ~ ~ s E~" ~ , 30 J i, 28 ,
p ~ ~ ~ ~ p.R• 5 ~ 106 1 \ c, 133 , NEUSE ZONE 2 _ _ ;d ~
'p ~ p ~~`1 zo ~ ~ _ ~ , 2 ~ ~ ~ ~ 109 , ` 13 ~ - ~ _ _ ~ BUFFER i 1,570 _ -
A w h ~ ' ~ ~ 129 ~ - _ o ~ 128 - ~ i ~ 27 r ;
\ s ~'1 105 ~ ~ _ ~ 1, ~ V ~ ~ - ~ E 32 ; ~ _ i NEUSE ZONE 2
130 \ .aao N ~F o ,I /f B FFER 2 833 ~w d
6 - r i ~w , \ ~ ~ _ 136 _ 135 34 ° JULIE WRIGHT ~ - o~ _ _ ~ ZONE 1 (1ST 30' FROM CHANNEL)
~ ~ 111 ~ _ ~ I / ~ D8.9298 PG. 524 - 33 26 NEUSE 1.327
~ 110 ~ - - / _ PIN.~1729.03-33-7656 112 3 ~ K ZONE 2 (NE%T 20') / _ ~ _ o BUFFER 1,388
. ~ J ~ ~ _ 113 , ~ _ _ , ; ZONED R-4 ' _ - 71 T - ,n ~
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°~t ~ w I ~ _ I ~ ~ ~ I ~ I I I ~ CHANNEL 217 30
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114 ~ I ~ ~ ~ 125 i H / : 118 ~ ~ 126 N~ 119 i ~ I, 3 ~ ZONE 1 1ST 30' FR 5 ( OM CHANNEL)
24 1 1 _ _ 2 I 2 _ ! i , l 11 ~ e ~ 120 ~ 121 I I F 'i ~ - NEUSE set ,I ZONE 2 (NEXT 20')
115 ( ~ ~ ~ ~ ~ I , BUFFER _ s3s _ - - 1,200 TOTAL
w 24 r. . N F I ~ ZONE 1 (1ST 3D' FROM CHANNEL I C i 84 )
v'. ~ ~ ~ ' H ~ , " , ~ ~ ~ ~ ' _ 36 BRANDYWIN~ 1_LC 1vEUSE ZONE 2 NE%T , ' _ ( 20
D• ~ !~~°m` ~f'"~srw I ~ ins; ' I j ~ ~ I U i ,i - pg 87 N BUFFER ~,30~ 95 PG. 2671 - \ , PIN. 1729.04-74-6026
_ _ ~ _ _ ~ GG ~ ii ~ I t ~y, G ~ i ~ I ~ • ~ ~ - 1,365 TOTAL ~ 23 c
J.... , ~ ~ iii = ` ~ ~ ZONED R-4
~ _ ` 37 CHANNEL 7 0 2 \ - 27
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R~UBEN LEONARD D8,952 PG. 6 170 ~ 7 I I I n ~ r BUF ZONE 2 (NEXT 20')
I E p8 6728 PG 42 ~ . ~ ~ ~ i. I i ~ P 1 38 FER soy ~ - 1436 TOTAL.
M 1996 PG 1959 ~ ' j' _ , i
/P PIN. 1729.03-33-2530 FALLS POINTE S-85-2002) ~ \ { 10' .o,R. /P~vATT _ . _ ~ I 4Y''< ~ ~ , PED IAN CESS ESM
ZONED R-4 ~ ~ I~r~~.r 5 - ~~:,ry, m~ .390,995 5.F. ~ h, ~ , _ - - 39
8.976 AC. ; ` I~~. _ _ _ / ~ , ~ 20 OWNER DEVELOPER:
~ - - _ ~ I ! ~ ~ ~ ~ n ~ ~ ~ ~ ~ _ i j ~ _ JOHN WIELAND HOMES ANp NEIGHBORHOODS
6 101-A QUAIL FIELDS COURT
~ I 2 1 11 12 ~ 13 ~ 14 15 \ ~ 17 3 18 ~ 40 MORRISVIL'~E NC 27 17 i 21 ~ 560
~ ! , i I ~ I l Sf~Ek r
I ~ ~ ~
~ ' I I ~ ~ I W L N IM A MA
~ 6'4 2"W ~ S 2 i ~ I. LIMITS OF CL - S88'48'41"W 656,61'
CHARLES A, k LINDA F. i U 51 t R IBRANT A, & WHITNEY E: .y,RISTOPNER J, 4 LORNA / ~ ~ l DANIEL k 1 OLENN k MICHELE ~ I OFALLOOW MAAITATO ~ ~ CYNTHIA 1.1, ~ 4EE BARBER REID I ~I~DARTHUR / i PHASES 1,23k4 K M8 1A99 PG 1110 MB tAg7 0 1497 M 1988' + ER N/F „ i 3 A CL LISTER Di'~VFI ~PiIAFNr I
I no nooon or ,nc~ ;'corncoiw r i -4 ~ MI 1~la ~C 104 CALM ~I ANDREWS ~ Ds, OE4E5 ~0. mm i
UC, UpObD NG [Vtl4 J V. ~oau rv w+ii w~ wn i, a PIN 1729-43-8214 PIN 1729-43-7224 SM 1998-1170 r~ BM 1998-1170 BM 1998-1170 CATERINE S. HERB PHIwP M. MARGARET E. CHARLES D. R ogg, 07374 06, 08266 PiNy 1729-43-8224 v- i. rwiNvi"r 08.2869 PG, 887
PIN _ PINS 1729-33-6273% DB. 09291 PC. 1551 MOVER HULL PELCIA DAVID W. k MARY ROBERT M. 3 KRISTIN 05D3 P0. 1881 38 ACRES JAMES SCOTT 1729-33 5252 L TRUST W. WILSON ELLEN E. GRANDY J. SIMORA BM 1998-1170 BM 1996-1170 ZONED R-4 MELANIE S. M,B, 1996 PG, 1148 PIN.#1729,04-52-3643 I~ o NEUSE TWP, OWNER JOHN WIELAND HOMES
x.44 A 46 ACRES BM 1996-1170 DB. 10358 PG. 0610 DP. 07416 PG. 0"2P PIN 1729-43_3232 OB. 07717 P0. 0256 .38 ACRES 33 ACRES ALEXANDER ACRES LOT 43 BM 1998-1170 BM 1998-1170 j BM 1996-1170 ZONED R-4 .3ZONED 3 4 Z ZONED R-4 PIN# 1729-33-7292 ! DS. 07732 PIN OWED R^4 LOT 40 PINS 1729-43-1125 PIN# 1729-4„ -1125 ~ PO 0174 PIN# 1729-43-4243 N 1729-43-7 24 ZONED R-4 N 1,054,373 S. F,
70 ACRES TAE GLENN L. k'. .75 ACRE LOT 50 DB. OB796 PO 0 30 HO K JESSICA ki BRENDA W. THQMAS TONED 9 80 ACRES BM 1996-1170 49 ACRES BM 1998-1170 -4 KIM 214 R-4 ZONED R-4 .42 ACRES ZONED R-4 .50 ACRES 24.205 AC, THOmP I SON & 'ASSOCIATES WAKE CO. NORTH CAROLINA d ~ ZONED R-4
LOT 39 LOT 37 LOT 3B ZONED R DB. 9 8 -1 P0, 21941, OB. 908005 96- P0. 2144 LOT 49 ZONED R- 1 ~ BM 1998-1170 ~ BM 1998-1170 ZONED R-4 ` LOT 3B ~ j 4 i PREtG 153,"104LY--SPRIN RD PRELIMINARY DRAWINGS HOLD SPRINGS, NC X7606 DATE 9/2/03 DRAWN MTH JOB NO. BL-LO RY
PINS 1729-33-8I95 ~ PINy 1729-43-0069 1 .83 ACRES 58 ACRES ~ LOT 35 JVD~) 1 ?0 50 190 290 1$. 77 SUBMITTED FOR REVIEW ~ I ~ ) ~ ~
ZONED R-4 ZONED A-4 LOT 44 LOT 45 LOT 46 LOT 51 K TE r REtEA, SBRiDGE LANE NO l NOT RELEASED FOR CSTRUCTION FAX,Q..19) §59t2143 SCALE 1" 0 100' SURVEYED FL-IMPACT ON
SCALE 1 100 ' REVISIONS ? 1 10 03-1 7 04 PIN 1729.04-54-9638
2/6/04 3/9/04 3/18O4 4/14/04 1729,04-44-4861

i
N /F
GILBERT CURTIS MCCONNELL NITROGEN LOADING TABLE:
DB.4949 PG. 410 Q PiN. #1729.02-55-0069
~ ~ ZONED R-4 P RELIMINARY STORMWA R C~ TYPE OF LAND COVER SITE AREA TN EXPORT COEFF. TN EXPORT BY TN EXPORT FROM
~ ~ VIWA R CALCULATIONS (ACRES) (LBS/AC/YR) LAND USE (LBS/YR) SITE LBS AC YR ( / / )
PRE-DEVELOPMENT 2 YEAR STORM PERMANENTLY PRESERVED UNDISTURBED 20.51 0.60 YEAR STORM RUN OOF. OPEN SPACE 12.31
FROM ENTIRE SITE: NOTE:
82.625 AC. x 0.35 x 5.76 IN/HR = i.76 IN HR = 166.57 cfs STORMWATER WILL BE DETAI PERMANENTLY PRESERVED MANAGED 10.30 / NED ON SITE USING AN 1.20 12.36
PRELIMINARY PROPOSED 2 YEAR ST UNDERGROUND STORA OPEN SPACE 2 YEAR STORM RUNOFF GE SYSTEM TO DETAIN ALL
J FROM PROPOSED DEVELOPMENT: OP STORM WATER AND RELEASE IT AT PRE DEVELOPMENT RIGHT-oF-war MENT: RATE. STORM TECH (8,30 AC. /11.58 AC.) 11.58 13.30
/ 82.625 AC. x 0.545 x 5.76 IN HR INC. HAS BEEN CONTACTED 154.01 5.76 IN/HR = 259.376 cfs AND WE ARE PREPARING THE UNDERGROUND SYSTEM
/ GILBERT CURTIS 14000NNELL ST ORMWATER RETENTION MEASURES AND CALCULATIONS IN CONJUNCTION WITH THE D LOTS (170 U/76,29 AC.)
D8.4946 PC. a10 TO RETAIN RUNOFF PIN.b1726.02-55-0086 AND RELEASE I1 N MEASURES WILL BE USED OFT ESIGNERS 33.90 3.64 123.40 D RELEASE IT HE STORM TECH UNDERGROUND SYSTEM, THE
2oNEO R-a / SUCH THAT PRE-DEVELOPMENT TW FROM SITE DESIGN AND RESULTING CA _OPMENT TWO YEAR STORM LCULATIONS WILL BE SUBMITTED TOTAL
/ RUNOFF WILL BE ADHERED T0. WITH CONSTRUCTION DRAWINGS. 7x.29 302.08 ZED T0.
AVERAGE FOR SITE
3.96
/ ~ I Nitro en Control Calculations:
r
I . Total TN export by land use = 302.08 Ibs/yr Total TN export from site = 3,96 Ibs/ac/yr
I r
~ ; EX. ~ I Export is more thon 3.60 Ibs/ac/yr.
CEMET RYA, / I ~ ~ ~ PROP ~ OSED STORM DRAM ?TORM DRAINAGE SCHEDULE Since export is less than s.o Ibs/ac/yr, d®veloper to pay a
~ ~ ~ ~ ~ one time offset payment of $330.00/Ib. to bring nitrogen down to the 3,6 Ibs/ac/yr allowed.
~ o I 11 ` I r ~ ~ I N,~~91;~ 0:5 E , _ ` i P i IPE SIZE PIPE SI PIPE SIZE PIPE SIZE PIPE TOTAL IJUTRIENT OFFSET PA
~ i ZI A Al 24 „ YMENT FOR SITE; Al 24 A2 18 3.96 Ibs
~ i I 26.60 ~ a1 15 J ~ 1 l~ U a1 15 B2 ac yr - 3.60 Ibs/ac x 330 - 18 N ~Ibx76.29ac.- $9,063.30
~ ~ 0 C1 24 ~i 11 ~ C1 24 C2 15 "
1 p1 4 ti _J 'j E1 15 01 4" D2 24 E1 15" E2 15
J P ? F1 15" F2 15
~ ~ ~ ~ ~ ~G ~ F1 15 j . ~ ~ 0`` QUO 1 1 i 1 1 G 15
~ ~ H1 1 H2 24
~ i F ~ I1 ~ I 1' V ~ ~ ~r~0 ~ t I1 11 I 18 24"
~ Z / ~ ~ / t ~ ~ g. / ~ ~ P ~ 1 15"
~ ~ 'I ~ ~ ~ „ II 1 II p U 11 11
/ L.L. I ~,i I / ~ L./ \ ~ 1 ~ 1 ~ % II II ` ~ I I II 11 11
\ ~ I 11 ~ / A, A , I ~ n " " NOTE: CONSTRUCT LEVEL SPREADER
~ ~ 1 ~ / ALONG CONTOUR „ WITH 0~ SLOPE. PLACE MATTING. LEV
~ I~ ~ ~ V ~ ~ ~ n n ~ ~ 1 / n n ~ ~ ~ ~ ~ / 7 ~ ~ / ~ i ~ I 4 EL SPREADERS TO BE CONSTRUCTED AFTER SILT BA
I I I ~ ~ 1 S1 1 1s a3 24 SINS ARE
T 1 T1 15 l 1 , - ~ ~ s1 15" s2 18" R3 REMOVED AND DITCH LINES ARE ST „ 18 ABLE. T1 15 T2 18 LEVEL SPREADER TO BE OUTSIDE NE
i ~ V ~ ~ i ! ~i ~ ~ U 18" U1 l r ~ ~ i' ~ 15 s3 18 USE RIVER u1 15 u2 18 BUFFER AREA.
a ~ ' ~ i ~ ~ V I / V ~ ~ I ~ 1 ~ i I V1 15 V T3 18
1 I, ~ ( ~ ; 1 1 u3 15° NATURAL GROUND SLOPE 50' FROM
~ I ~ ~ i I ~ ~ ~ 1 i % Y1 18 X2 15' v3 t5" BANK OF STREAM (STREAM BUFFER Y1 18 Y2 15 W3 15"
i ; ~ ~ ,i - _ ~ I ~ ' ! ~ ~ Z 15" Z1 18 I I Z1 18 Z2 X3 15"
/ ~ , 1 r ~ ~ . I jj ~ I' I . I ~ i / / - ' 1 C1~101
i , ~ ~ ; r. i i o ~ ~ ~ I ~ i ~ I1 i 8 Y3 24„
3 O9 ~ ~ W i FlBERGLASS MATTIN
8 ~ ALL DRAINAG P Q E IPES SHALL BE I 2 ES SHALL BE RCP UNLESS . j _ _ ~
i NOTED OTHERWISE. ALL DRAINAGI ~ ~ i' ; ~ ~ i I ! ~ STREETS SHALL BE DE I ALL DRAINAGE PIPES WITHIN o.s' - oz
~ r ~ r r`~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ / / ~ ~ ~ ALL ROAD CROSSIN P ~ / 90 ~9 ~ , ~ G IPES SHAL V DESIGNED FOR 10 YEAR STORM. MIN. !G PIPES SHALL BE DESIGN 8
I FOR 25 YEAS STORM. ~ / r ED
b 1 i i i 1 r I ~M' B RIED 6 MIN.
- ~ t
PROPCSE!r) LEVEL SPREADI i ~ •O /EL SPREADERS FOR RELEASE POINTS
N i i V ~ j ~ ARVIL WA ~ ~ YNE.LOWERY - 87 RELY EASE " D.A.
I V DB,4842 PG`,467 - ~ I ~ A PIN.~1726.03-aa-3692', VARIES VARIES D.A. 'C' 10 SPREADER LENGTH ~3
~ , F 3.77 a.c. 0,53 ~ ~ 20NED R-~i ~ ~ ~ ~ ~ j ,l ~ ~ ~ I .77 a.c. 0,53 14,43 cfs 188 I.f. L.S. 1 ~ O
~ ~ , ~ .c. 0.55 _ _ _ ~ - I ~ a u._. ~ i ~ - .27 a.c. 0.55 16,96 cfs 221 Lf, L.S. 2 T'o'PI(, "~L SECTION OF LE r VEL SPREADER
i., ' i i ! I' ! W 4.85 ~ _ _ - ~ ~ ~ ~ a. c. 0.48 .85 a.c. 0.48 16,81 cfs 219 I,f, L.S. 3 Q
~ ~ , ~ 4.84 l t~ ~ ~ \ D1 a.c. 0. ~ ~ ~ i ~ ~ 55 _ t ~ r r - ~ K1 a.c. 0.64 .84 a.c, 0,55 19.22 cfs 250 Lf. ; S. 4 CQ
~ ~ ~ ~ ~ 2.69 ~ , ~ ~ nl ; I j I l ~ , I ~ ; ~ ~ ~ t ~ ~ ~ ; 1 ~ ~ i ~ 01 0.78 a.c. 0.77 .69 a.c. 0.64 12,43 cfs 162 I.f, L.S. 5 O
~ I .78 a.c. 0.77 4.34 cfs 57 Lf. L.S. 6 ~ NATURAL GROUND 14 a,c. 0.65 14.74 cfs 192 I.f. L.S. 7
~ ~ ~ D2 3.14 _ ~ ~ ~ Q ~ ~ ~ a.c. 0.65 ~ ~ , ~ o~ ~ ~ F2 i ~ 0.35 a.c. 0.65 35 a.c. 0,65 1.64 cfs 22 Lf (LS. 8) N
~ , ~ ~ ~ H2 3.50 a.c. 50 a.c. 0.62 15.67 cfs 204 Lf, L.S. 9
i ~ ~ P2 5.66 a.c. 0.53 I 66 a.c. 0.53 21.66 cfs 282 Lf, (L. S,#10) p
~ ' i . L 3 . ' ~ 5.77 a. c, 0 .5 2 ~ h I ~ ~ ~ 77 a,c, 0.52 21,66 cfs 282 Lf. (L.S.#11
, ~ ~ ~ Q3 3.07 a.c. ~ r' ~ ~4 0.61 07 a.c. 0. ~ II 61 13.52 cis 176 I. f, L, S. 12 , , M
~ ~ Y3 r~ ~ ~ 0.28 a.c. 0.74 L. ' ~ _ 28 a.c. 0.74 1.50 cfs ~ d' 201,f. L.S. 13 ~ II
D
~ ~~~x-, ~ LEVEL SPREAD R , I , ~ , ~ ~ E LENGTHS ARE E ~ / I ~ ~ i 9~ DEVELOPMENT Q10 DISCHARGE Al ENGTHS ARE BASED ON THE POST- ~ ~ ~ DISCHARGE AT THE RELEASE POINTS, D
i' ~ ~ , ~ ~,p ~ ~ ~ (13 FEET OF LEVEL SPREADER FC SPREADER FOR EVERY 1 CFS FLOW. ~ ~
- 'i ~ ; ~ , V'° ~ ~ SPREADERS MUST BE LEVEL AND Y ) ~ 3E LEVEL AND IN A 20 PRIVATE p
~ ~ t ~ ~ DRAINAGE EASEMENT. MAX, LENG~ ~ - O IT. MAX, LENGTH TO BE 300 L.F ~
~ V RATIONAL METHOD ~ ~ ~ `rv ti 96 THE DISCHARGE FOR THE 1 (Q=CxIxA) WAS USED FOR CALCULATING b R THE 10 YEAR STORM EVENT.
~ t ~ A 0 YEAI ~ k' , INTENSITY IS 7.22 INCHE i i (`j ~ S/HOUR, NCHES/HOUR,
- ~ ~ ~ ~ \ I C'-VALUE VARIED D EPENDING 0~ i ~ ~ ~ ~ i DEPENDING ON DRAINAGE AREA. NATURAL GR
DRAINAGE EASEMENT. ~ ~ h°~ ~ _ ~ ~ I % i' ~ OUND T.
I ~ I i ` ~ ~ / VARIES
~ ~ ~ ~ 1 A ~ ~1
; 97 ~ I
. ~/F PLAN VIEW OF LEVEL SPREADER
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~ ~ 1 i 2 PRELIMINARY
- ~ ~ ~ / ~ ~ 1, ~ ~ \ DRAINAGE PLAN
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NE-USE TWP, OWNER; JOHN WIELAND HOMES
50 4MF CIATES WAKE co. 0 25 50 100 NORTH CAROLINA ZONED R-4
MA TCHL INE B SEE SHEET 4 153f RD ROLL C 7606 DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04-011
F ti, 09 , SCALE 1 a 50 SURVEYED; NONE RAWING LOW-STM
SCALE 1 50 ' REVISIONS 11110103 2/6/0 3 9 04 4/13/04 PIN 1729,04-54-9638

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RIVER RUN
A CLUSTER SUBDIV/S/ON
NEUSE TNP. OWNER: JOHN WIELAND HOMES
CIAIES WAKE CO. NORTH CAROLINA ZONED R-4 THOfdP
50 0 25 50 100 153 RD
HOLL C 7606 DATE 9/23/03 DRAWN MTH/RIS JOB NO, E04-011 7
F 06 SCALE 1" 0 50' SURVEYED: NONE RAWING LOW-STM
REVISION"/10/03 2/6
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PRA' IMlNARY DRAT E P AN NAG ~ N
A CLUSTER SUBDIVISION
NEUSE TWP, OWNER; JOHN WIELAND HOMES
50 0 25 50 100 TROMP CIATES WAKE CO, NORTH CAROLINA ZONED R-4
15 RD HOLL C 7808 DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04-011
F 09 SCALE 1" a 50' SURVEYED, NONE RAWING LOW-STM
SCALE 1"= 50 REVSIONS 11/10/03 2/6/
3/9/04, 4/13/04 PIN 1729.04-54-9638

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RD 1b3
HOLL C 7408 DATE 9/23/03 DRAWN MTH/RIS JOB NO. E04011
RETENTION AREA F 08 SCALE 1° m 50' SURVEYED; NONE RAWING LOW-STM
(UNDERGROUND EET 4 IREVISIO S 11110103 2/6/04
SYSTEM PIN 1729,04-54-9638 3 9 04 4/13/04 11 1

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. 1 I SHEET 6
PRELIMINARY DR~4lN,4GE PLAN
A Cl USTER SUBDIVISION
NEUSE TWP. OWNER; JOHN WIELAND HOMES
THOMF CIATES WAKE CO. NORTH CAROLINA ZONED R-4
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\ ~~i'Ati ~ 9S ~ ~ G \ 1 ? ZONED R-4 ( / ~ ~ / ' ' F. \ ~ o ,o ~o~m ~ \ ~ so ~J. 145 in LAC R ~.1~.,,_ Y_' ~ ~ ~ ~ / PF~6P0~ .55 PUB
\ Zo F o ~ / ~ F~A~ \ ~ \ \ ° n9 ~,°r 103 ~ ~y1`~ B ~ 146 ?D' pJ 7~ , _ \Y~
\ S ~ s \ iE ~0 139 ~ s •E. \ \ ~ ~ d ~ , P yp3~' ~ ~ f 04 , , , / / VICINITY MAP za ; , ~ > 1.1 N,f.~ .i
\ \ $a (o \ ,,9 ~ ~ ~ \ 7 9 s \ ~ ~ \ ~ 10 ~ 13 w Y
0 'A \ ~ o~ 04 ~ s2 14
\ 2 9 i~ 9A / 138 131 s> a ~ / 2a L
v < ~ v t~ / \ \ J t~ ^ ~ N ~ ~ s~ - ~ / a~ _ .
\`'o ~ o ~ . k t ~ 8 U \ t ~ v~ \ s~ . ~ ~ 2 ~ 13 2 E+'o ~ ~s~' 106 ~ A FO~~ ~E \ ~ s R ~ sz . ~ 129 4 ~ so / / 4
t s ~ c,9~" ~ o / 128 ~ . \ ~ o A~5 ~ 13 i - ~ ~ 27 0 32 M - - -
109 A/ ~ t ~ ~ ~ 0 ~ ~s ~ 5 o ° ~ O' S~ \ n ~ 1 ~ IMPERVIOUS SURFACE CALCUUTIONS FOR RIVER RUN:
t~ ~ ~ 105 ~ G ss 130 ~ V OS ,o N n~ ~ ~ IS ND ~ h~2 ~2 zo' m ~ oc TOTAL AREA : 76.29 ACRES
V ~ 6 ~ ~ 1 ~ GRASS "ir~~ 2 W ~ W tpN 33
\ , ISSN 136 135 ~ 34 too R W y N ~F 6oa ~ ~W \ ~ 91 6L N ,yh :c / 6 r ~ 3 ~ ALLOW. IMPERVIOUS SURFACE AREA: 30% OF 76.29 ACRES = 22.89 ACRES 2 0 ~
JULIE WRIGHT / a. ' J L a ~ `O. 111 as e9 - H/c b /off r7 TOTAL # OF LOTS FOR SUBDIVISION: 170 LOTS 1g3.~ f 0'R .129 in
RAM ry ry DB.9298 PG. 524 A " G~. i ry ~J ~ Boc a # OF WITH A 50' x 40' FOOTPRINT: 13 LOTS
~ ~~a 110 11 RA RA Ps - - h ~ PIN. 1729.03-33-7656 2 Hoc ,oo 47 1 0 ~ ~ 0 113 R o C R.300.00 2 ~ rn (LOT ~'S 5,8,9,10,41,42,43,54,74,75,127,148,149) s2
4~~ ZONED R-4 ~ , Qa• o ~g ~ F WITH A 55' x 45' FOOTPRINT; 157 LOTS 25 % ~ 34 ~ ~ 0 ~ a
~o q ~ < ~ o ? `'s' a ~ 'L J~ 4' 4 ~ 3 35 ~ IMPERVIOUS SURFACE AREA FOR SITE;
~~a ' ~ 6 117 b 126 ~,~t t ,t ~ J~ ~F ti N 125 /s
s ~ ~ 114 118 4 oa'P~ ~ 119 12 12 2 - ~ °•R~ '~b7 FOOTPRINT 55'x45' 2,475 SF FOOTPRINT (5D'x40' 2,000 SF ( )
120 121 ~ 55 116 N ~ ~ ~ ~ N /F DRIVEWAY (20 x20) = 400 SF DRIVEWAY (20'x20 ¦ 400 SF 24 ~1, r CONCRETE PAD 10'x10) ¦ 100 SF CONCRETE PAD 10'x10') ¦ 100 SF
115 I ~ ~ ~ / ~ E. / ~ BRANDYV11lNL. ~~C CONCRETE S W 4'x23' - 92 SF CONCRETE S W 4'x23' 92 SF
~ 20 P H i / 36 pB 8795 PG. 2671 TOTAL PER LOT ¦ 3,067 SF/LOT TOTAL PER LOT ¦ 2,592 SF/LOT 97
alt'. 21 117 57 ~ PIN. 1729.04-74-6026 ~ -20+-~ IMPERVIOUS SURFACE FOR ALL LOTS;
Q, 7 84 97 23 ZONED R-4 157 LOTS x 3,067 SF = 481,519 SF ¦ 11,05 AC.
C~ 8J 77 4 BO 105 lsc+~ y ~ 37 13 LOTS x 2,592 SF ¦ 33,696 SF ¦ 0.77 AC.
13 76 0~ ~~s 5' CONCRETE 51DEWALK:
3 ~ 8 10 ~ ss 9 u L s,~~. .-ls~-' 37,376,98 SF a 0.86 AC. 22 H D $a ROADWAYS .
N V RA a e 324,019,93 SF ¦ 7,44 AC.
+ N 6 " of ~ ro 38 POOLHOUSE & PARKING: e D 6,905 SF + 8,591 SF ¦ 15,496 SF ¦ 0.36 AC.
N /F ~ REUB~N LEONARD ~ 2e W ~ R M T TAL IMPERVIOUS SURFACE AREA: 20.48 AC.
170 > DB.952 PG. 6 ~ _ ~ e • ~ J , 5 8 ~ O
'P , DB 6728 PG 42 PROPOSED STUB ^ _ R R ~ ,r~ j3 L.b3,09' '~18
tia ?0 n7. P L•b3.09 MB 19196 PG 1959 -85-2002 _ ~ FALLS POINTE S ) ~ o~'R's0p'0 ,R.~po.o 39 PROPOSED PERCENTAGE OF IMPERVIOUS SURFACE AREA ¦ Z9.84X
PIN. 172 .03-33-2530 ~ 5 _ H/c # H c - ~ EsM ° ZO ED R-4 cu DER coNS rloN „ ss ~ 20 SIZE IS BELOW 30X IMPERVIOUS SURFACE AREA AND IN COMPLIANCE. ry0 ~ N
2 _ A EOtS i' i / h 39.995 S,F, ar q so'3'~r v U ~s 7s N S a~ i, / 1 J ' 1
6.76 AC. 4 H e a c 16 N 18 ~ 19 - 40 - - SHEET 7 200 S 108
RAMP AMP ~ ~ o 5, ~ . _f ~1 ~ 14 ~ 17 4 1 ~ 11 ~ 12 0 13 b o 15 0 17 ~ 21 ~
~ II ~ ~ ~ - _ _ L_ IMPERVlOUS SURFACE CALCULA PIONS 30' PROTECTIVE
30' PROTECTI 163 YARD 7g
~ - Y D 76 S88'4 S88'48'41"W 656,81'
S88 4 W L-7 LIMITS OF CLUSTER OWNER/DEVELOPER: A CLUSTER DEVELOPMENT' 3
~ DANIEL ~ GLENN ~ MICHELE CHARLES A. ~ LINDA F. N/F ~ ~ JOHN WIELAND HOMES AND NEIGHBORHOODS ~oHN T_ FoNwLLE ~ ~ n~ _ e n1 I en ~I~I nc rnl IRT NEUSE TWP, OWNER JOHN WIELAND HOMES
n ~ cvNTNU M. 4EE 9ARREA AEID
CHRISTDPHER J. & LORNA 0 v CROOM ANDREWS un u0400 ru. u u p0 * DB 2859 PG 861 v n w- M.B. 1998 PG. 1148 o MORRISVILLE, NC 27560 '
BRANT A. & WHITNEY E ST PHASES 1,2 3&4 MB 1996 PC 1170 * MB 19 PC 1487 * M 1998 C 5 0 MB 1998 PG 104 PIN 1729-43-8214 PIN 1729-43-7224 BM 1998 07374 -1170 S~ 0 g S. OB aB PIN# 1729-43-8224 JAMES COTT & PIl, DB. 09920 PG. 1254 FREDERICK /7292 ROBERT M. & KRISTIN G 86G3 ~G, 1s 1 .3e ACRES MELANI S. PIN.N1729.04-52-3843 ZONED R-4 THOMP CIA TES WAKE CO. NORTH CAROLINA ZONED R-4
DB. 08695 PG. 2084 BM 1996-1170 CATERINE SPHILLIP M. & MARGARET E. CHARLES C. & FEUCIA DAND W. & MARY J. SIMORA ~61 K BM 1998-1170 BM 1996-1170 ZONED R-4 BM 1996-1170 MOYER HULL TRUST W. WILSON ELLEN E. GRANDY G. 38 ACRES 33 ACRES ALEXANDER :841 RD 1,054,J73 S.F. X 153 - 24.205 AC. W HOLL S, G*r.14C 7606 DATE 9/2/03 DRAWN MTH JOB NO. E04011
PIN1y 1729-33-6273 DES. 09297 DB, 10358 PC. 0810 DB. 07418 PG. OS28 PIN 1729-43-3232 DB. 07717 PC. 0258 ZONED R-4 20NE0 R-4 PINS 1729-43-724 PIN1y 1729-33-5252 46 ACRES BM 1996-11LOT 43 BM 1998-1170 BM 1994-1170 8M 1996-1170 10 OB. OB798 P . 02 0 DB. 07732 PIN/ 1729-43-4243 Q LOT 50 BM 1998-1170 ,44 ACRES PIN 1729-T 40 PINp 1729-43-1125 PINS 1729-4J-1125 PC. 0174 50 ACRES PREUMM .49 ZONED R-4 ZONED R-4 ~ CRE$ GLENN L. & .75 ACRES .80 ACRES BM 1998-1170 O ACRES
70 A JESSICA ZONED R-4 .42 ACRES ZONED R-4 LOT 38 LOT 49 ZONED R-4 1 0 0 57 ;00 PRELIMINARY DRAWINGS 50 1 ?1 2 9 4~ FAQ ' -wt~ 143 )
00 ZONED R-4 IM BRENDA W, A5 ZONED R-4 ZONED R-4 SU9M1TTi 5 PG. 2194 D8. 08095 PG. 144 LOT 37 LOT 3e 1170 BM 1a98-1110 LOT 51 NOT RELEASE SUBMITTED FOR REVIEW SCALE ° _ 100' SURVEYED DRAWING FC-IMPERVIOUS : la,
LOT 39 9-33-8195 PIN# 1729-43- LOT 35 RIDGE LAN E 00 R I REVISIONS 71/10/03-1/7/04 PIN 1729.04-54-9638 CAL 1 4 4/14/04 1 1729.04-44-4861 100 )T RELEASED FOR CONSTRUCTION J
S .58 ACRES LOT 44 LOT 45 LOT 46 K A E S B -4 ZONED R-4

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