20040256 Ver 1_COMPLETE FILE_20040220

O?
WATF Michael F. Easley, Governor
`_ Q William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
j [ Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 19, 2004
DWQ Project No. 04-0256
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Justin Patsey
John Wieland Homes and Neighborhoods of NC, Inc.
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: Falls Landing Subdivision-Phase I
Raleigh, North Carolina
REJECTION of the application for 401 Water Quality Certification for the Express Review Program
Dear Mr. Patsey:
An application was submitted into the Express Review Program on February 20, 2004, to impact 181 linear feet of
perennial stream and 14,073 square feet (ft2) of protected riparian buffers to construct Phase I of the proposed Falls
Landing Subdivision in Wake County. As discussed in our training sessions in Raleigh and Wilmington, this program has
a firm schedule that is required in order to review the Express Review Projects that are accepted into this program. The
schedule that is required to be followed involves a 30-day review period but also includes requirements for prompt and
complete responses to our questions (see attachment). Additionally, this program requires that a complete stormwater
management plan be submitted with the application if the project has an imperviousness of 30% or greater for a complete
and thorough review. Unfortunately, at the office meeting held on March 11, 2004, it was determined that the impervious
area for this project was greater than 30%. We sent an additional information letter dated March 16, 2004, requesting a
stormwater management plan be submitted to this office by 12:00 PM on March 19, 2004 (see attachment). Since we
have not received a response by 12:00 PM on March 19, 2004, we have no alternative but to withdraw this project
from the Express Review Program. Therefore, the DWQ does not have the information needed in order to approve
the issuance of a 401 Water Quality Certification for the subject property and we will have to retire this file.
Please review following information that will be required for any future submittals for this project:
Stormwater Management Plan for the Townhome Section
1. Riparian Buffers;
Buffer mitigation will be required for the 181 feet of impacts for the road crossing. Please submit the additional
buffer impacts for the road crossing #1 and the mitigation required. In addition, this office suggests that you get
approval for the payment for this mitigation through the Ecosystem Enhancement Program (EEP) if you decide to
pursue this option for mitigation. If however, you propose mitigation onsite, then we would not require the final
plans up front since this modification has taken place during the Express Review Process.
2. Level Spreaders;
The level spreaders within your project need to be designed to DWQ standards. Additionally, the design needs to
be shown to scale on your project site plan and they need to be designed to be perpendicularto flow, not parallel
to flow, and parallel to the riparian buffers. Please provide a map at a scale of at least 1" = 50' with topographic
data so we can evaluate these measures.
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)
Q1Q-7.'A3_17AR /nhnn=1 01Q_7:52_RAQQ /f-% hffn•//h9n nnr efsfo nn uc/nnwnflanrle
Justin Patsey
Page 2 of 2
3/19/04
3. Stormwater Management Plan;
a. The information that has been provided indicates that your project has an impervious area at or above
30%. Therefore, a stormwater management plan needs to be designed and submitted for this project.
This project needs to be designed to remove 85% TSS according to the latest version of DWQ's
Stormwater Best Management Practices manual. We suggest that pocket wetlands or constructed
wetlands be utilized in place of the energy dissipaters followed by level spreaders in order to achieve this
level of stormwater management.
In order to further review this project, an additional fee will need to be submitted. If you choose to re-enter the Express
Review Program, that fee will be one half of the initial fee required for review under the Express Review Program. Also
you may elect to enter the regular 401 Certification Program and pay its regular fee. If you have any questions, please
telephone John Dorney at 919-733-9646 or Debbie Edwards at 919-733-9584.
Sincerely,
Attachments: Additional information letter d,
Schedule for Express Review
Cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
l
,
n Klimek,tor
16/0
C WQ, Director
/04
DWQ # 04-0256
pG
`O OF VV fit*
co r
-i
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
March 16, 2004
DWQ Project No. 04-0256
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Justin Patsey
John Wieland Homes and Neighborhoods of NC, Inc.
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: Falls Landing Subdivision-Phase
DWQ Express Review Program
REQUEST FOR MORE INFORMATION
Dear Mr. Patsey:
On February 20, 2004, the Division of Water Quality (DWQ) received your application dated February 19, 2004 to impact
149 feet of stream and 11,685 square feet (fe) of protected riparian buffers to construct the proposed road crossing in
Phase I of the Falls Landing Subdivision. On March 15, 2004, we received new information proposing to impact 181 feet
of stream and 14;073 square feet (ft) of protected riparian buffers. This newinformatiori has:been reviewed. However,
information is still needed in order to complete the review of this project. Please note that March 16, 2004 is day 26 in
the express review process of this application. Please submit this additional Information by March 19, 2004 at 12.00
PM to complete the•review of this project, If we do not receive this Information by the time indicated above, then
we will have no alternative but to reject this project from the Express Review Process. Until this additional
information is received, this project shall remain on-hold as incomplete in accordance with 15A NCAC 2H .0502(d).
Please provide the following information so that we may continue to review your project.
Additional Information:
1. Riparian Buffers;
Buffer mitigation will be required for the 181 feet of impacts for the road crossing. Please submit the additional
buffer Impacts for the road crossing #1 and the mitigation required. In addition, this office suggests that you get
approval for the payment for this mitigation through the Ecosystem Enhancement Program (EEP). If however, you
propose mitigation onsite, then we would not require the final plans upfront since this modification has taken place
during the Express Review Process.
2. Level Spreaders;
The level spreaders within your project need to be designed to DWQ standards. Additionally, the design needs to
be shown to scale on your project site plan and they need to be designed to perpendicular to flow, not parallel to
flow, and parallel to the riparian buffers. Please provide a map at a scale of at least 1" = 50' with topographic data
so we can evaluate these measures.
3. Stormwater Management Plan;
a. The information that has been provided indicates that your project has an impervious area at or above 30%.
Therefore, a stormwater management plan needs to be designed and submitted for this project. This
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), httpJ/h2o.enr.state.nc.us/ncwetlands/
uustin raLbuy
Page 2of2
3/16/04
project needs to be designed to remove. 85% TSS according to the latest version of DWQ's Stormwater
Best Management Practices manual. We suggest that pocket wetlands or constructed wetlands be utilized
in place of the energy dissipaters followed by level spreaders in order to achieve this level of stormwater
management.
b. At this time, your proposal to include other Phases of this project in an effort to reduce the impervious
surface calculation is not acceptable to DWQ in this Express Review Process.
Please respond by March 19, 2004 at 12:00 PM to 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. If you
are unable to provide this information by this deadline, you may want to submit this information for the regular 401 and
buffer review process. Given the previous involvements of DWQ staff in review of this project, we should be able to
expedite the review of this project as well.
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. Debbie Edwards at [phone] if you have any questions or would like to set up a meeting to discuss
this matter.
Sincerely,
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Dorn ,
tlands/401 Unit
DWO04-0256
Review Schedule
Stream Origin Determinations
Total elapsed time
Event Working days per event (maximum) (maximum working days)
from application receipt
Ste 1: Initial contact Zero N/A N/a
Step 2: Acceptance decision and One N/A N/a
written notification of decision
Ste 3: Review dates
a) delivery of application and fee N/a Three Zero
b) field meeting One-half to several days depending One-half to several days depending on Seven
on the number of stream channels the number of stream channels per site
r site and weather. and weather.
c) written summary of field meeting Two N/A Nine
Review Schedule
401 Certification and Isolated Wetland Permits

Event
Working days per event (maximum) Total elapsed time
(maximum working days)
from application receipt
DW staff Applicant
Ste 1: Initial contact Zero N/A N/A
Ste 2: Acceptance decision Three N/A N/A
Ste 3: Written notification of decision One N/A N/A
Ste 4: Review dates
a) delivery of application, mitigation and stormwater plans and fee N/A N/A Zero
b) initial, internal review of application and written response Two N/A Two
c) submittal of information for field meeting N/A Five Seven
d) field meeting One One Fourteen
e) written summary of field meeting Two N/A Sixteen
f) submittal of information for office meeting N/A Seven Twenty
} office meeting One-half day One-half day Twenty-seven
h) submittal of additional information (if needed) Two Four
i) final decision Two N/A Thirty
') log off project Zero N/A Thirty-one
SENDING CONFIRMATION
DATE MAR-19-2004 FRI 16:52
NAME DWQ?-WETLANDS
TEL [phone]
PHONE
PAGES
START TIME
ELAPSED TIME
MODE
RESULTS
: 98469467
: 6/6
: MAR-19 16:50
: 01'15"
: ECM
: OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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SENDING CONFIRMATION
DATE MAR-19-2004 FRI 16:50
NAME DWQ7-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 6/6
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William G. Ross Jr., Secretary
?O? w H r?9P
0? G North Carolina Department of Environment and Natural Resources
? Alan W. Klimek, P. E. Director
-1 Division of Water Quality
P <
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 16, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Justin Patsey
John Wieland Homes and Neighborhoods of NC, Inc.
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: Falls Landing Subdivision-Phase I
DWQ Express Review Program
REQUEST FOR MORE INFORMATION
Dear Mr. Patsey:
DWQ Project No. 04-0256
Wake County
Page 1 of 2
On February 20, 2004, the Division of Water Quality (DWQ) received your application dated February 19, 2004 to impact
149 feet of stream and 11,685 square feet (fe) of protected riparian buffers to construct the proposed road crossing in
Phase I of the Falls Landing Subdivision. On March 15, 2004, we received new information proposing to impact 181 feet
of stream and 14;073 square feet (ft) of protected riparian buffers. This new information has been reviewed. However,
information is still needed in order to complete the review of this project. Please note that March 16, 2004 is day 26 in
the express review process of this application. Please submit this additional information by March 19, 2004 at 12:00
PM to complete the review of this project, if we do not receive this Information by the time Indicated above, then
we will have no alternative but to reject this project from the Express Review Process. Until this additional
information is received, this project shall remain on-hold as incomplete in accordance with 15A NCAC 2H .0502(d).
Please provide the following information so that we may continue to review your project.
Additional Information:
1. Riparian Buffers;
Buffer mitigation will be required for the 181 feet of impacts for the road crossing. Please submit the additional
buffer impacts for the road crossing #1 and the mitigation required. In addition, this office suggests that you get
approval for the payment for this mitigation through the Ecosystem Enhancement Program (EEP). If however, you
propose mitigation onsite, then we would not require the final plans up front since this modification has taken place
during the Express Review Process.
2. Level Spreaders;
The level spreaders within your project need to be designed to DWQ standards. Additionally, the design needs to
be shown to scale on your project site plan and they need to be designed to perpendicular to flow, not parallel to
flow, and parallel to the riparian buffers. Please provide a map at a scale of at least 1" = 50' with topographic data
so we can evaluate these measures.
3. Stormwater Management Plan;
a. The information that has been provided indicates that your project has an impervious area at or above 30%.
Therefore, a stormwater management plan needs to be designed and submitted for this project. This
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), hftp://h2o.enr.state.nc.us/ncwetlands/
Justin Patsey
Page 2 of 2
3/16/04
project needs to be designed to remove 85% TSS according to the latest version of DWQ's Stormwater
Best Management Practices manual. We suggest that pocket wetlands or constructed wetlands be utilized
in place of the energy dissipaters followed by level spreaders in order to achieve this level of stormwater
management.
b. At this time, your proposal to include other Phases of this project in an effort to reduce the impervious
surface calculation is not acceptable to DWQ in this Express Review Process.
Please respond by March 19, 2004 at 12:00 PM to 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. If you
are unable to provide this information by this deadline, you may want to submit this information for the regular 401 and
buffer review process. Given the previous involvements of DWQ staff in review of this project, we should be able to
expedite the review of this project as well.
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. Debbie Edwards at [phone] if you have any questions or would like to set up a meeting to discuss
this matter.
Sincerely,
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Dorn ,
tlands/401 Unit,
DWO04-0256
SENDING CONFIRMATION
DATE : MAR-16-2004 TUE 16:36
NAME DW¢WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : MAR-16 16:35
ELAPSED TIME : 01,191,
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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SENDING CONFIRMATION
DATE MAR-16-2004 TUE 16:34
NAME DWQo-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
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ELAPSED TIME : 0015711
MODE : ECM
RESULTS : OK
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SENDING CONFIRMATION
DATE MAR-17-2004 WED 07:52
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : MAR-17 07:51
ELAPSED TIME : 0111711
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 Address: 2321 Crabtree Boulevard, Suitt M
R.k-.,Ch, NC 27604-22(t)
Mailing Address: 1650 N1wI Service Center
Raleigh, NC 276991650
Contact Information: Phone it: 919-733-0203
ru N: 919-733.6893
Fax Toe Todd Preuninger Fax #: [phone]/
Justin Patsey 919481-9157
Subject: Falls Landing - Phase i Date: 3/16/04
Number of pages Including cover sheet: 3
Notes or special instructions:
The original will Ix sent in the mail. If you have yucstions please call Deborah Edwards at 919-733-9584.
ABA
QMM
N, C. D%virm 0- 0n lhy. 401 wallna. C,t;5- I)-,
lw mwi sn.]R c-. aaMr?. N(: PM9 14fD(Kiltieg AA6nr)
]III Ga1+Fe Mlyd.It.tnprv. NC 7161i4R60(IOCWOO)
rolq 1)9.I?sn trl?q. viv?I+,auf Na). msa m.z, rtr m.= n=.da.maaw
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Transmittal
To:? X1.5
WETLANDS / 401 GROUP
MAR .l 2OQ4
WATER n i I'jy
We Transmit to you Herewith:
Project #: SA6--vj1 Date:
Project Name: Ir-OMS, k-1 Sa l-
File:
? Drawings -or your information and files
? Specifications K--;or comment or approval
? Brochures or photos ? Returned for correction, resubmit
? Correspondence ? Approved as noted
? As per your request
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Description

1 A
a

r.'a
Remarks: ?? 1,? : e _ - ?:., @oa ??., .?? 2?.g? w.r-? (1 "-?W

a4 (La-khC111) -
44--

If enclosures are not as listed as above, kindly notify us at once.
By:
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
622 Coon Mountain Lane
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
THOMPSON & ASSOCIATES JOB NO. ALLS G. ft ossi,?lls S
153 Holly Springs Road PHONE: [phone] SHEET Z OF
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CHECKED BY DATE
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THOMPSON & ASSOCIATES
153 Holly Springs Road PHONE: [phone]
Holly Springs, NC 27540 FAX: [phone]
JOB NO. FALL6 CROSS/?I ?S
SHEET 3 OF
CALCULATED BY 9 DATE 401
CHECKED BY T DATE
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THOMPSON & ASSOCIATES
153 Holly Springs Road PHONE: [phone]
Holly Springs, NC 27540 FAX: [phone]
JOB NO. rA LJ__S L /? USS nI ?j S
SHEET OF
CALCULATED BY R L h'1 DATEE 3
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THOMPSON &ASSOCIATES JOB NO. FAL.L,S ?Ros.S/?lGS
153 Holly Springs Road PHONE: [phone] SHEET _2-- - OF _
Holly Springs, NC 27540 FAX: [phone] CALCULATED BY /nn ` L' 1 2 0
DATE
CHECKED BY DATE
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Poo L- "O o s E vJ / eooucR t rE 16 o o s r
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PceVi ors Sv,e rACE AREA
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THOMPSON & ASSOCIATES
153 Holly Springs Road PHONE: [phone]
Holly Springs, NC 27540 FAX: [phone]
JOB NO. FALLS
?OSS/?I ACS
SHEET 3 OF -
CALCULATED BY ?_- DATE iL
CHECKED BY DATE
P14A5E odd- - FAus cooss,,J6 S
-AREA aF PPA,5E od6- = Z5.81 Ae---
# or Lo7'S ? ell /
1 MPER-Vlous Sup-FA oe A AEA
407-3 (61 x- ZSGv : 3, 58 Ae-
S1 Z0 /L. Sjs aEwALAC = a 37Ae-
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6`E4?-• Lo7 - O, l3 AL
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Prf<I5E odj Oa L y _ % >?P ?t ov S
7.73?Zs-8l - 29.95 ?? .30
e4 ,
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
DATE: 3 ? \ -0 A
Project Number: <,-"l j,--T W
TO: NAME: ?aru? 5? 4, CC:
COMPANY: WCL-?
FAX NUMB
FROM: UO? SUBJECT:
The following items are being faxed. Number of pages including transmittal sheet:,,
For Your Comments /Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HARD COPY SENT:
US Regular Mail
Overnight
For Your Information
Per Your Request
Please Call
Please Handle
Hand Delivery
No Hard Copy Sent
REMARY.S: C 0'r-`.

A-

1 ,
il%- I
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT
AT (919 846-5900.
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and confidential. If the reader of this message is not the intended recipient, you are hereby
notified that any disclosure, distribution or copying of this information is strictly prohibited. If you have received this
transmission in error, please notify us immediately by telephone and return the faxed documents to us at the above address
via the United States Postal Service.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-F Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
11,..1 - -d i7..... rzu.N cM Q74S 17a, • lR?R1 635-5820
FACSIMILE SHEET
FAX NO. (919 846-9467
Item 5
PRELIMINARY ACCEPTANCE DETERMINATION
REQUEST FORM
This form must be used to obtain a preliminary payment acceptance determination
from the North Carolina Wetlands Restoration Program for all projects with estimated
mitigation requirements exceeding 5 acres of wetlands or 2,000 feet of stream.
Section A: To be completed by the U. S. Army Corps of Engineers
1. US ACOE representative name
2. US ACOE field office_ ZnI
3. US ACOE Permit or Action Nbfnber
4. Estimated mitigation requirements:
a. Wetland mitigation requirements? yes no
b. Stream mitigation requirement? _>el_yes no -3
c. Wetland type(s) impacted and estimated mitigation:
Riparian, acres
Non-Riparian, acres
f. Stream type(s) and estimated mitigation:
Cold water stream, feet: "??
Cool water stream, feet:
5?
Warm water stream, feet: i`? c?a•
Section B• To be completed by the applicant
Instructions:
Payment to the NCWRP is a voluntary option which the applicant can chose as a means of
satisfying mitigation requirements. In order for the Corps to obtain a preliminary
determination of availability from the NCWRP, please complete all of the information
requested below and fax to the North Carolina Wetlands Restoration Program at (919) 733-
5321, or mail to: NC Wetlands Restoration Program, Division of Water Quality, P.O. Box
29535, Raleigh, NC 27626-0535.
1. Applicant name
2. 8 digit U.S.G.S. cataloging unit in which project is located
4.
,y
Fax Completed form to NCWRP: [phone]
Or mail to: NC Wetlands Restoration program
Division of Water Quality
P.O. Box 29535, Raleigh,
NC 27626-0535

\rJ ate. __
03?aoao 1
River Basin in which project is located: ` c_
Project description:
t
C)
0
O

??sj•P?.8-..9811

L / M) J/
41

439

L-. ,.?" (?' I VIII
project #: Scale:
004%7 1. = 2000Figure 1- USGS Quad
Project Date: Lowe Tract Falls of Neuse)
Mgr.: KM ? ?? SandlerAWakefield LLC
IJc,lQ YB rsf Q J Raleigh, Wake County, NC
FIG. 1
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.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 WRP to satisfy mitigation requirements. A copy of our request
has been forwarded to their office 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 yet 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.
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.litm. 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 (line' feet): 181-362
Amount of buffer mitigation requested -q r #eet): N/A
Amount of Riparian wetland mitigation requested` acres):
Amount of Non-riparian wetland mitigation requeste
Amount of Coastal wetland mitigation requested (acres):-
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
N/A
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 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Rond crncsina imnacts (imnacts "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 trom near bank of channel; Lone t extenas an
additional 20 feet from the edge of Zone 1.
Cewer crnssing impact firnnacts "M" and "K").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1,752 3 N/A
2 1,901 1.5 N/A
Total 3,653 N/A
Zone 1 extends out 30 teet perpendicular trom near bank of channel; Gone z extenas an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
Sewer crossing impact (impacts "F" and "H")
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,183 3 N/A
2 2,233 1.5 N/A
Total 4,416 N/A
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Parallel buffer impacts "D", "E", "I", "J", "K", and
Zone* Impact
(square feet) Multiplier
1 796 3
2 9,032 1.5
Total 9,828
Zone l extends out 30 feet perpendicular from near bank of chann(
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 / Erthancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
A request for payment to the EEP has been forwarded to their office.
X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stonmwater 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 15% impervious surface therefore we do not believe a pre-approved stonnwater 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
Page 8 of 9
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 3
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: ?
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: preuningerpSandEC.com
Page l 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 snaps are provided.
1. Name of project: Falls Landing
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
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 Neusc 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): 92
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Neuse River
River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded. Land use in the vicinity of the
project is primarily residential.
Page 2 of 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 clearine 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 pen-nit 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
149 linear feet of perennial channel resulting from road construction and 71 linear feet (2
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 map) (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, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year tloodplains 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
* 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.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 linear feet
(permanent) + 71 linear feet (temporary) = 220 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
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
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: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 4 of 9
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
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 lnes.
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
sanitarv 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
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 5 of 9
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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 WRP to satisfy mitigation requirements. A copy of our request
has been forwarded to their office. 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 yet 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.
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 (fined( feet): 181-362
Amount of buffer mitigation requested (squar eet): N/A
Amount of Riparian wetland mitigation requeste acres): N/A
Amount of Non-riparian wetland mitigation requeste /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 detennine, 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 213 .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; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Sewer crossing impact (impacts "M" and "K").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1,752 3 N/A
2 1,901 1.5 N/A
Total 3,653 N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
Sewer crossing impact (impacts "F" and "H").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,183 3 N/A
2 2,233 1.5 N/A
Total 4,416 N/A
Zone I extends out 30 feet perpendicular froin near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Parallel buffer impacts "D", "E", "I", "J", "K", and'
Zone* Impact
(square feet) Multiplier
1 796 3
2 9,032 1.5
Total 9,828
Zone I extends out 30 feet perpendicular from near bank of channel
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
A request for payment to the EEP has been forwarded to their office.
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 15% 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.
Sanitarv Sewer
Page 8 of 9
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
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 pen-nits. 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
March 15, 2004
Applicant/Abent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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imap://debbie.edwards%40dwq.denr.ncmai1.net @cros.ncmai I.net: I
Subject: RE: Falls Landing S/D 04-0256
From: "todd" <[e-mail]>
Date: Mon, 15 Mar 2004 07:01:00 -0500
To: "'John Dorney"' <[e-mail]>
CC: "'Debbie Edwards"' <[e-mail]>
John and debbie,
Thanks for the e-mail - I realize what is needed for the express review
(and I take the blame for not providing mitchell's letter). I apologize
for the difficulties encountered in reviewing this application. Had I
known what I know now, this would not have been submitted into your
program for review (i.e. the engineers knew that the impacts were
greater than 150 feet but neglected to tell me and the impervious
surface is probably greater than 30%). Please know that in the future,
I will make every effort to insure that you receive a complete and
quality application for review! It would sure make everyone's life a
lot easier and speed up the process. Again, thanks for your patience
with this project and I hope we can come to some sort of resolution
prior to the 30 day window. However, between you and me, we are probably
going to have to re-submit at a later date, and I empathize with the
applicant, because it's really the fault of his engineers.
Cheers,
todd
-----Original Message-----
From: John Dorney (mailto:[e-mail])
Sent: Saturday, March 13, 2004 11:01 AM
To: todd
Cc: Debbie Edwards
Subject: Re: Falls Landing S/D 04-0256
the only thing i would add to this is that the classes we taught said
that projects needed final stormwater plans and final mitigation plans.
in this case there were neither (although granted the need for a
mitigation plan hinged on the design). todd - please handle
expeditiously so we do not have to make a habit of rejecting projects.
thankx
Debbie Edwards wrote:
Todd,
I wanted to summarize the meeting we had yesterday, 3/11/04 and let
you know our expectations for additional information.
Road Crossing #1:
DWQ has rejected the Contra Costa energy dissipater design because it
will not allow for aquatic life passage, you suggested to cut a whole
through the dams within the Contra Costa dissipater, DWQ said that
would not work. Thompson & Assoc. is putting together design to
submit to DWQ ASAP, this being day 21 in the 30 day review period.
Possible Mitigation:
DWQ suggested that you acquire approval for payment for the maximum
possible mitigation through EEP in the 3/8/04 letter. This had not
been done yet, you said you would email EEP on 3/12/04 for that
approval.
Stormwater:
A question came up about the validity of the 15% impervious surface
area for Phase I in your application. DWQ wanted to know where that
1 of 2 3/15/2004 8:51
imap://debbie.edwards%40dwq.denr.ncmai1.net @cros.ncmai1. net:143/...
Subject: Re: Falls Landing S/D 04-0256
From: John Dorney <[e-mail]>
Date: Sat, 13 Mar 2004 11:01:14 -0500
To: todd <[e-mail]>
CC: Debbie Edwards <[e-mail]>
the only thing i would add to this is that the classes we taught said that projects
needed final stormwater plans and final mitigation plans. in this case there were
neither (although granted the need for a mitigation plan hinged on the design). todd
- please handle expeditiously so we do not have to make a habit of rejecting
projects. thankx
Debbie Edwards wrote:
Todd,
I wanted to summarize the meeting we had yesterday, 3/11/04 and let you know our
expectations for additional information.
Road Crossing #1:
DWQ has rejected the Contra Costa energy dissipater design because it will not
allow for aquatic life passage, you suggested to cut a whole through the dams
within the Contra Costa dissipater, DWQ said that would not work. Thompson &
Assoc. is putting together design to submit to DWQ ASAP, this being day 21 in the
30 day review period.
Possible Mitigation:
DWQ suggested that you acquire approval for payment for the maximum possible
mitigation through EEP in the 3/8/04 letter. This had not been done yet, you said
you would email EEP on 3/12/04 for that approval.
Stormwater:
A question came up about the validity of the 15% impervious surface area for Phase
I in your application. DWQ wanted to know where that number came from and Thompson
& Assoc. could not answer the question. DWQ wants accurate numbers for the
impervious surface area for Phase I of this project ASAP, again this being day 21
in the 30 review period.
We also spoke about the possibility of this project being rejected. If the
impervious surface area is 30% or above then we would have to reject this project
from the Express Review Program. Thanks again for the meeting. Please let me know
if agree with this information. Debbie
1 of 1 3/15/2004 8:52 AM
imap://debbie.edwards%40dwq.denr.ncmail.net @cros.ncmail. i
number came from and Thompson & Assoc. could not answer the question.
DWQ wants accurate numbers for the impervious surface area for Phase I
of this project ASAP, again this being day 21 in the 30 review period.
We also spoke about the possibility of this project being rejected.
If the impervious surface area is 30% or above then we would have to
reject this project from the Express Review Program.
Thanks again for the meeting. Please let me know if agree with this
information. Debbie
2 of 2 3/15/200
imap://debbie.edwards%40dwq.denr.ncmail.net @cros.ncmail.net:143/...
Iof I
Subject: Re: Falls Landing S/D 04-0256
From: John Dorney <[e-mail]>
Date: Sat, 13 Mar 2004 11:01:14 -0500
To: todd <[e-mail]>
CC: Debbie Edwards <[e-mail]>
the only thing i would add to this is that the classes we taught said that projects
needed final stormwater plans and final mitigation plans. in this case there were
neither (although granted the need for a mitigation plan hinged on the design). todd
- please handle expeditiously so we do not have to make a habit of rejecting
projects. thankx
Debbie Edwards wrote:
Todd,
I wanted to summarize the meeting we had yesterday, 3/11/04 and let you know our
expectations for additional information.
Road Crossing #1:
DWQ has rejected the Contra Costa energy dissipater design because it will not
allow for aquatic life passage, you suggested to cut a whole through the dams
within the Contra Costa dissipater, DWQ said that would not work. Thompson &
Assoc. is putting together design to submit to DWQ ASAP, this being day 21 in the
30 day review period.
Possible Mitigation:
DWQ suggested that you acquire approval for payment for the maximum possible
mitigation through EEP in the 3/8/04 letter. This had not been done yet, you said
you would email EEP on 3/12/04 for that approval.
Stormwater:
A question came up about the validity of the 15% impervious surface area for Phase
I in your application. DWQ wanted to know where that number came from and Thompson
& Assoc. could not answer the question. DWQ wants accurate numbers for the
impervious surface area for Phase I of this project ASAP, again this being day 21
in the 30 review period.
We also spoke about the possibility of this project being rejected. If the
impervious surface area is 30% or above then we would have to reject this project
from the Express Review Program. Thanks again for the meeting. Please let me know
if agree with this information. Debbie
3/15/2004 8:52 AM
PROJECT REFERENCE M0. 9EET NO.
DISSII'ATOR BASIN ROCK CROSS VANE H „EER ENGINEER
(NOT TO SCALD
SECTION
G N I Y
DISSPATOR POOL APRON
Q' APPROZ.3? tJKE PLANINGS
CWvert? TOP OF BERM ?17 APPAOX .30'
IlYE PINfiW3
FOOTER i/ UNtFULL ®TM CROSS VANE ROCKS SHOLD RE NATNE
TOP NATURAL TOP Am ? \- ` STONE aR SNOT ROCK. YIdLIJt ND OBLONG RfTN LOIC
RDMt , (? NuWLL N•TOt SU/KAfF AM APPIKOOMATELV 1.5 aN LEmm
iA CHANNEL h'h
E -RIZONTAL HeoGer Rodc N. set O.I5m ?e rnNert.of cwNert WIDTH OF STREAM• ._ HEADER ROCK
Bea @ BANKFULL SECTION A-A em?
B B Footer Rods I uPE PLANT"= FLOW OM DOTER ROCK
8
BA
FILTER FABRIC I MILL
FILTER FABW
NaTB - SECTION B-B
D6srATOR ROLKS slaAn RE Wi1VE
STONE OR SNOT ROCK. ANMAL R AND OBLONG
BERM NTH AN APPROwATE ?150 SDE W Os
'CULVERT ri.ciN VM TRANSITION TO EXISTING
(NOT TO SCUD STREAM WIDTH
?? ?, • E ROCK CROSS VANE
\\\?//A\\\oe/// 0-- p- DISSIPATOR BASIN (SEE DETAIL)
(SEE DETAIL) • `,
NATURAL GROUND FILTER FABRIC CULVERT
SECTION A-A
u
DIM RI P RAP BASIN •
I 2 3 4 5 6 7 8
A 1.01 1.0 1
B 1.01 10
C - -
D 1.01 1.0 1
E 1.0 1.0
F - -
G .
w 0.0
N u .8
BASIN • LOCATION (AT OUTLET)
I + 0350mm) ?CQ
z 133+93 IRT, Q800mm)
3
4
6 ERRIe
7
8
Q
ALL DIMENSIONS APPROXIMATE IN m
DETAIL OF NATURAL ROCK ENERGY DISSIPATOR BASIN (NOT TO SCALE)
STATE OF NORTH. CAROLINA
DIVISION OF HIGHWAYS
RALEIGH, N.C.
IN
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Transmittal
To: ?Pbb:s_wc>rc,s
Project #: S1 1 Date: 3 ?o 0
Project Name:
File:
We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
? Correspondence
_J;?__As per your request
LXFor your information and files
For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Description

VS L. J?,C r ? : xSev ^?'

Remarks: VIP'. -AA -,, ' .-T_ . c#- -v

?? ? ? ?''? %'011 <t
If enclosures are not as listed as above, kindly notify us at once.

By:
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
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:
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.
1 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.
Si rely, /?
Randall L. Miller, PE
Thompson and Associates, PA
0Z 39vd OOSSV NOSdWOHl 6VTZ6986T6 9000 b00Z/TT/60
THOMPSON & ASSOCIATES
153 Holly Springs Road PHONE! (918) 577-01308
Holly Springs, NC 27540 FAX; [phone]
JOB NO. EZ /1 u
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153 Holly Springs Road PHONE: [phone]
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17 01
Al - 3 0 ,+
3-- 5
z1
L3 ; /3'

bp-r04 oF. FLO( )
VV ? D-04 OF F-400

Q;- VA
37 - V 4.5)(0)
V= 3,60 f--f-5
x/6-/1 A) 4 GPAeJ dE1-
90 39dd OOSSd NOSdWOHl EVTZ69BGTG 9000 b00Z/TT/E0
5/x14
Fps
-ts
zD '
S 1
N
L0 3Jdd
FIGURE VIII-A-1. CONTRA COSTA CNERGY DISSIPATOR
VIII-A-5
OOSSd NOSdWOHl
EVTZ6986TG 90:00 b00Z/TT/E0
80 30dd OOSSd NOSdWOHI EV 76986T6 90:00 b007,/TT/60

v
Virginia Department of Highways and
USBR Type VI Baffle Wall Basin
Figure 6.41a Alternative structures for energy dissipation at an outlet
(modified from Goldman, Jac(son, and Btinsztynsky).
6.41.2
71,q
St. Anthony Falls Stilling Basin
I I
i I
T-fitting on CMP Outlet
Z. 17
60 39dd OOSSd NOSdWOHi EV 7,6986 Z6 S3:00 b00Z / T T /E0
I MAR Tvnp IV R'aGin
Colorado State University
Rigid Boundary Basin
Contra Costa County, Calif.
Straight Drop Spillway Stilling Basin
9N
VIII-A. CONTRA COSTA ENERGY DISSIPATOR
INTRODUCTION
The Contra Costa energy dissipator (VIII-A-1) was
developed at the University of California, Berkeley, in
conjunction with Contra Costa County, California. The
' dissipator was developed to meet the following conditions:
(1) to reestablish natural channel flow conditions downstream
from the culvert outlet; (2) to have self-cleaning and
Yminimum maintenance properties; (3) to drain by gravity
when not in operation; (4) to be easily and economically
constructed; and (5) to be applicable for a wide range of
culvert sizes and operating conditions.
Field experience with this dissipator has been very limited.
Its use should not be extended beyond the range of the model
tests.
the dissipator is best suited to small and medium size
culverts of any cross section where the depth of flow at
the outlet is less than the culvert height. It is applicable
for medium and high velocity effluents. The dissipator
design is such that the flow leaving the structure will
beat minimum energy when operating without tailwater.
When tailwater is present, the performance will improve.
A sketch of the dissipator arrangement is shown in Figure
VIII-A--1.
DESIGN DIS'CUSSI'ON
The initial step is to determine the equivalent depth of
floe (y,,) at the culvert outfall: For box culverts ye-yn
or y brink.. For oval, elliptical, circular, or other shapes,
convert the areas of flow at the culvert outfall to an
equivalent rectangular cross section with a width equal
to twice the depth of flow ye= (A/2)1/2. In so doing, the
design information is applicable to oval, elliptical, and
circular culverts.
The Froude number is computed by using ye rather than the
actual depth of flow at the culvert outfall, Fr=V/ ?gye.
By entering Figure VIII-A-2 with Fr2, and an asswned value
of L2/h2, a trial height of the second baffle, hZ, can be
determined. The equation of the lines in figure VIII-A-2
has been changed slightly from that presented in the original
VIII-A-1
TT 3Ddd OOSSd NOSdWOHi CVTZ6586TG 90:00 b00Z/TT/E0
/01
' paper., to compensate for replacing the depth of flow in a A
circular pipe (3b) by the equivalent rectangular flow depth,
ye The original equation
L2/h2Fr2°1.2 (h2/Yo) ', e
has been revised to
i
L2/h2Frz=1.35(h2/ye) a•e .VIII-A-1
The remaining two equations, used for determining other
dimensions of the dissipater, remain unchanged; these are
given below and plotted on figures VIII--A-3 and 4.
L3/L2=3.75 (h2/L2)'-68 . . . . . . . . . . V1II-A-2
y2/h2=1.3(L2/h2)°•36 . .VIII-A-3
The three equations may be used for proportioning the
dissipator but figures VIII-A--2, 3, and 4 are more convenient
and practical to.use for design purposes.
The value of L2/h2 varied from 2.5 to 7.0 in the experiments
,and a value of 3.5 is recommended for best performance wherever
economically feasible. The value of h2/ye should always be
gteater than unity. After determining values of h2 and L2
from figure VIII-A-2, the dimension L3 can be obtained by
entering figure VIII-A-3 with L2 and the assumed value
of L2 /h2. Should the dimensional proportioning thus obtained
be uneconomical or fail to properly fit the site, a second
value of L2/h2 is assumed and the process repeated.
From figure VIII-A-1, the height hl of the first baffle is half
the height of the second baffle h2, and the position of the
first baffle is half way between the culvert outlet and the
second baffle or L2/2. Side slopes of the trapezoidal basin
for all experimental runs were 1:1. The width of basin
(W) may vary from one to three times the width of the culvert.
The floor of the basin should be essentially level. The
.
height of the end sill may vary from 0-06(y3) to 0-10(Y3).
After obtaining satisfactory basin dimensions, the approximate
maximum water surface depth, Y2, without tailwater, can
be obtained from figure VIII-A-4.
r;
DESIGN PROCEDURE
The dissipator design should only be applied within the
design limitations:
2; 5<L2/h2<7. 0
D<W<3D
yo<D/2
r.' and side slopes of 1:1
i,
VIII-A-2
Tt
01
1
2

L
ZT 30Vd OOSSd NOSdWOHi 6bTZ6986 % 90 00 b00Z/TT/E0

,- 2
?-3
y
ver
d
alf
t . ':•
lte
The following steps outline the procedure for the design
of the Contra Costa energy dissipater:
1. Analyze flow conditions that are expected to occur '
at the outfall of culvert for the design discharge.
If the depth of flow at the outlet is one half culvert
diameter or less, the Contra Costa dissipator is
applicable.
2. Compute ye :
ye=ya fo rectangular }
ye-(A/2)1 r2; for other shapes
i
3. Compute the parameter Fr2=V02/gYe !
4. The width of the basin floor is selected to conform fj
to the natural channel. If there is no defined channel, I
the width is set at a maximum of three times the culvert
width. `
,j
5'. Assume a value of L2/h2 between 2.5 and 7 and with ?
the aid of figures VIII-A--2 and 3, determine h2, L2
and L3: Give due consideration to the optimum value f
of L2/h2 = 3.5 as well as to the engineering and economic
requirements of the particular situation. Repeat the
procedure, if necessary, until a dissipator is defined
which optimizes the design requirements. The first
baffle height (hl) is 0.5h2.
6'. The approximate maximum water surface depth without
tailwater can be obtained for the final arrangement
from figure VIII-A-4.
7. Ri.prap may be necessary downstream especially for the ?.?
low tailwater cases. See chapter II for design l
recommendations. Freeboard and a cutoff wall also
should be considered to prevent overtopping and under- II'
mining of the basin. ill
Example Problem
Given: Diameter of culvert 4.0 feet
Q=300 c.f.s,
yo-2.3 ft.
VO=40 f.p.s.
A=7.50 sq. ft.
Find:
A Contra Costa energy dissipator dimensions
VIII-A-3
ET 30Vd OOSSd NOSdWOHi EPT7,6986T6 90:00 b00Z/TT/E0
100
90
80
70
60
50
40
30
25
20
15
?•
A' N
,? N
I T

10
?
t : N 9

I I•ii

??+
i; 5
i?
I
ii •I

2i
?f r?r`I

0
6

ry
O
y'
v
?rti ? h
N•

1 4
7
-
4
11

LZ
. • 1,3
5 h
( 1
2 .89
)
h2Fr 2 y e
i
1 /.5 2 215 3 4 5 B 7 8 9 10
h2
Ye
FIGURE VIII-A-2. BAFFLE HEIGHT, CONTRA COSTA ENERGY DISSIPATOR
VIII--A-6
/2

... 4E
I
?n
41
3
L3
1-4
OOSSd NOSdWOHl EVTZ6586t6 50:00 0002 U/N

5Z

10
?o
15
QP
? O

O
10 4
Q?

h a
(V
u

?ry 41
a

'I a

ti
20

15
CURV ES PLOTTED F ROM
10

1 THE FORMULA
I t
.6
8
o
L
-)
Z 3.75 (
L2
4
5 0
0 6 10 15 20 25 30 35
L2
VIII-A-7
FlaURE VIii -A-3. LENGTH OF CONTRA COSTA ENERGY DISSIPATOR
OOSSV NOSdWOHl
6177,6986 % 90:00 b00Z/TT/E0
/41
18

V 16

14

f
12
v,

? r,
r 2

kl i' E

L;
I
i'
20,
0

N

v
v~ ?ry H

`O
Q?

`O
Q?

CURVES PLOTTED
FROM FORMULA
0.36
(

h2 ?
1.3
=
h2
I
FOR W/D = 2

2 4 6 8 10 12 14
h2
FIGURE Vlll-A-4. DEPTH OVER BAFFLE-CONTRA COSTA ENERGY DISSIPATOR
Vill A-8
9T 39Vd OOSSV NOSdWOHl EPTZ6986TG 9000 b00Z/TT/E0
Rt L) ER R c-* d
gy- 0 o44ALys1s
CURRENT DATE: 03-10-2004
CURRENT TIME: 08:25:44
FILE DATE: 03-10-2004
FILE NAME: /?,k,,F- gc,4f
FHWA CULVERT ANALYSIS
HY-8, VERSION 6.0
(1

3 C 3
SITE
DATA
CULVERT
SHAPE, MATERIAL,
INLET G
3 U
3 L 3 INLET OUTLE T CULVERT ' BARRELS 3
3 V 3 ELEV. ELEV . LENGTH 3 SHAPE SPAN RISE MANNING INLET 3
'NO.:' (ft) (ft) (ft) ' MATERIAL (ft) (ft) n TYPE a
1 a 229.40 227.5 0 112.02 3 1 RCP 6.00 6.00 .012 CONVENTIONAL 3
2 a 3 3
3 3 3 a a
3 4 3 3 3
3 5 3 3 3
3 6 3 a 3

SUMMARY OF CULVERT FLOWS (cfs) FILE: ROSE DATE: 03-10-2004
ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR
Q p --'? 234.08 137.0 137.0 0.0 0.0 0.0 0.0 0.0 0.00 1
234.41 153.3 153.3 0.0 0.0 0.0 0.0 0.0 0.00 1
234.75 169.6 169.6 0.0 0.0 0.0 0.0 0.0 0.00 1
235.09 185.9 185.9 0.0 0.0 0.0 0.0 0.0 0.00 1
235.13 1BB.2 188.2 0.0 0.0 0.0 0.0 0.0 0.00 1
235.78 218.5 218.5 0.0 0.0 0.0 0.0 0.0 0.00 1
236.15 234.8 234.6 0.0 0.0 0.0 0.0 0.0 0.00 1
236.53 251.1 251.1 0.0 0.0 0.0 0.0 0.0 0.00 1
236.94 267.4 267.4 0.0 0.0 0.0 0.0 0.0 0.00 1
237.37 263.7 283.7 0.0 0.0 0.0 0.0 0.0 0.00 1
237.83 300.0 300.0 010 0.0 0.0 0.0 0.0 0.00 1
247.31 529.5 529.5 0.0 0.0 0.0 0.0 0.0 OVERTOPPING
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: ROSE DATE: 03-10-2004
HEAD HEAD TOTAL FLOW % FLOGS
ELEV ( ft) ERROR (ft ) FLOW (CP S) ERROR (cfs) ERROR
234.08 0.000 137.00 0.00 0.00
234.41 0.000 153.30 0.00 0.00
234.75 0.000 169.60 0.00 0.00
235.09 0.000 185.90 0.00 0.00
235.13 0.000 188.24 0.00 0.00
235.78 0.000 218.50 0.00 0.00
236.15 0.000 234.80 0.00 0.00
236.53 0.000 251.10 0.00 0.00
236.94 0.000 261.40 0.00 0.00
237.37 0.000 283.70 0.00 0.00
237.83 0.000 300.00 0.00 0.00
<1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (?) = 1.000
Page 1
LT 39Vd OOSSV NOSdWOHl EVTZ6986TG 50:00 1700Z/TT/60
Q46
CURRENT DATE: 03-10-2004
CURRENT TIME: 08:25:44
PERFORMANCE CURVE FOR CULVERT 1 - 1(
DIS- HEAD- INLET OUTLET
CHARGE WATER CONTROL CONTROL FLOW NORMAL
FLOW ELEV. DEPTH DEPTH TYPE DEPTH
(cfs) (ft) (ft) (ft) <F4> (ft)
-?j 137.00 234.08 4.68 3.33 1-S2n 1.94
153.30 234.41 5.01 3.59 1-S2n 2.05
169.60 234.75 5.35 3.86 1-S2n 2.17
185.90 235.09 5.69 4.15 1-S2n 2.29
188.24 235.13 5.73 4,19 1-S2n 2.30
218.50 235.78 6.38 4.76 1-S2n 2.50
234.80 236.15 6.75 5.10 1-S2n 2.60
251.10 236.53 7.13 5.44 1-S2n 2.70
267.40 236.94 7.54 5.79 1-S2n 2.80
283.70 237.37 7,97 6.17 5-S2n 2.90
300.00 237.83 8.43 6.56 5--S2n 3.00
E1. inlet face invert 229.40 ft
E1. inlet throat invert 0.00 ft
FILE DATE: 03-10-2004
FILE NAME: ROSE
kAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAM
6.00 (ft) BY 6.00 (ft)) RCP
UUUUULAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
CRIT. OUTLET TW OUTLET TW
DEPTH DEPTH DEPTH VEL. VEL.
(ft) (ft) (ft) (fps) (fps)
3.16 2.21 2.71 14.44 5.65
3.35 2.35 2.89 14.90 5.84
3.54 2.51 3.06 15.10 6.00
3.71 2.65 3.22 15.40 6.15
3.74 2.68 3.24 15.42 6.18
4.03 2,92 3.53 15.96 6.43
4.20 3.06 3.67 16.23 6.55
4.33 3.19 3.81 16.45 6.67
4.46 3.31 3.94 16.72 6.79
4.59 3.43 4.07 16.97 6.90
4.72 3.52 4.20 17.38 7.00
kAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
E1. outlet invert 227,50 ft
El. inlet crest 0.00 ft
+++++ SITE DATA wwww+ CULVERT INVERT ww'ww++++++++++
INLET STATION 100.00 ft
INLET ELEVATION 229.40 ft
OUTLET STATION 212.00 ft
OUTLET ELEVATION 227.50 ft.
NUMBER OF BARRELS 1
SLOPE (V/H) 0.0170
CULVERT LENGTH ALONG SLOPE 112.02 ft
wwwww CULVERT DATA SUMMARY
BARREL SHAPE
BARREL DIAMETER
BARREL MATERIAL
BARREL MANNING'S n
INLET TYPE
INLET EDGE AND WALL
INLET DEPRESSION
CURRENT DATE: 03-10-2004
CURRENT TIME: 08:25:44
FILE DATE: 03-10-2004
FILE NAME:
AAAAAAAAAAAAAAAAAAAAAAAAAA TAILWATER AAAAAAAAAAAAAAAAAAAAAAAA"
******* REGULAR CHANNEL CROSS SECTION *****wwwvwwww+++
Page 2
BT 39Vd
+++*+w+wwwwww*+*++++++*+
CIRCULAR
6.00 ft
CONCRETE
0.012
CONVENTIONAL
SQUARE EDGE WITH HEADWALL
NONE
DOSSV NOSdWOHi
EVTZ6986TG 90:00 b00Z/TT/E0
BOTTOM WIDTH 6.64 ft
SIDE SLOPE H/V (X:1) 019
CHANNEL SLOPE V/H (ft/ft) 0.017
MANNING'S n (.01-0.1) 01050
CHANNEL INVERT ELEVATION 227.50 ft
CULVERT NO.1 OUTLET INVERT ELEVATION 227.50 ft
******* UNIFORM FLOW DATING CURVE 6'OR DOWNSTREAM CHANNEL
FLOW W.S.E. FROUDE DEPTH VEL. SHEAR
(cfs) (ft) NUMBER (ft) (f/s) (psf)
QiQ -mss 137.00 230.21 0.605 2.71 5.65 2.87
153.30 230.39 0.605 2.89 5.84 3.06
169.60 230.56 0.605 3.06 6.00 3.24
185.90 230.72 0.604 3.22 6.15 3.42
188.24 230.74 0.604 3.24 6.18 3.44
218.50 231.03 0.603 3.53 6.43 3.74
234.80 231.17 0.603 3.67 6.55 3.89
251.10 231.31 0.603 3.81 6.67 4.04
267.40 231.44 0.602 3.94 6.79 4.18
283.70 231.57 0.602 4.07 6.90 4.32
300.00 231.70 0.602 4.20 7.00 4.45
AAAAAAAAAAAAAAAAAAAAAAAAAA ROADWAY OVERTOPPING DATA AAAAAAAAAAAAAAAAAAAAAAAAAA
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH 20.00 Et
CREST LENGTH 40.00 ft
OVERTOPPING CREST ELEVATION 247.31 ft
Page 3
6T 39Vd OOSSV NOSdWOHl EbTZ6986T6 50 00 b00Z/TT/E0
imap://[e-mail]:143/...
Subject: DWQ project # 04-0256
From: Debbie Edwards <[e-mail]>
Date: Wed, 10 Mar 2004 16:40:40 -0500
To: todd <[e-mail]>'
Todd,
Reviewed dissipater plans with John D., as I suspected it was disapproved. This plan
does not allow for aquatic life passage. I have called Randy Miller and explained
the problems with this energy dissipater plan and reminded him of the meeting at 2:00
on 3/11/04. I also reminded him that this is day 20 and we have only 10 days left
for review. Debbie
1 of 1 3/10/2004 4:41 PM
03/09/2004 14:17 FAX -? DWO DORNEY 01001/003
r ?
•
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.BandEC.com
FACSIM) LE SHEET
FAX NO. (919)8948-94467
DATE:
Project Number: "('_4W\
TO: NAME: CO
COMPANY-- 0 0ca -
FAX NUMBER:
FROM; "'S'am SUBJECT.
The following items are being faxed. Number of pages including transmittal sheet:
_ For Your Comments/Approval
Per Our Conversation
_ Please Advise
Would Like To Discuss
I-IARD COPY SENT:
US Regular Mail
Overnight
Hand Delivery
No Hard Copy Sent

If YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT AT [phone].
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This transmission is intended only for the use of the individual or catity to which it is addressed and may contaw
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notified that any disclosure, distribution or copying 'of this information is strictly prohibited. If you have received this
transmission in error, please notify us immediately by telephone and return the faxed documents to us at the above address
via the United States Postal Service,
Ch -0
arlotte Office: Greens bo 0_0ffL ili M ZM
236 L&Phillip Court, Suite C 3817-E Lawndalc Drive 622 Coon Mountain Lane
Concord, NC 26025 Greensboro, NC 27455 Taylortiville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
MAR-9-2004 TUE 13:56 TEL:[phone] NAME:DWQ-WETLANDS P. 1
>C For Your Information
Per Your Request
Please Call
Please Handle
r
03/09/2004 14:17 FAX DWQ DORNEY 0002/003
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Enviromnental 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 ?
M 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 28 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 23 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following inforn-lation:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If butter
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Road crossing impacts (impacts "B" and "C").
7.one* Impact
(square feet) Multiplier Required
Mitigation
I 7,094 3 NIA
2 4,591 1.5 N/A
Total 11,685 NIA
* Zonc I extrnds out 30 feet perpendicular from near bank of channcl; Zonc 2 extends an
additional 20 feet from the edge of zone 1.
Sewer crossina iinpact (impacts "M" and "K").
Zone* Impact
( e feet) Multiplier Required
Mitigation
1 1,752 3 N/A
2 I ,901 1.5 N/A
Total 3,653 N/A
* Zone I cxtwicds vu-1 30 feet perpendicular from near bank of channel; Zonc 2 axtmds an
additional 20 fed from the edge of "Lone 1.
Page 7 of 9
MAR-9-2004 TUE 13:56 TEL:[phone] NAME:DWQ-WETLANDS
P. 2
03/09/2004 14:17 FAX -+ DW8 DORNEY Z003/003
Sewer crossing itxl act (impacts "F" and "H").
Zone* (Isquare mpact
feet) Multiplier Reng fired
Migation
1 2,183 3 NIA
2 2,233 1.5 N/A
Total 4,416 NIA
* lone 1 extends out 30 text perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the adgo of Zone, 1.
Parallel buffer impacts "D", "E", "i", "F7 "K", and "N".
Zone* impact
x e feet) Multiplier Required
Mitigation
1 796 3 2388
2 9,032 1.5 N/A
Total 9,828 N/A
Zone I extends out 30 feet perpendicular from near bank of chorine]; 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 23.0242 or.0260.
A request for payment to the EEP_has been forwarded to their office.
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 15% impervious surface, therefore, we do not believe a pre-approved stormwater plan is
required. The applicant will proNzde measures to insure that diffuse flow is achieved bef.ore
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
Page 8 of9
MAR-9-2004 TUE 13:56 TEL:[phone] NAME:DWQ-WETLANDS P. 3
O?O? \ NA
T ?9QG
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. cc) 111;?
rvuui I... i . --Y, uwcn-1
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Q lility
Coleen H. Sullins, Deputy Director
Division of Water Qualj.?
March 8, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Justin Patsey
John Wieland Homes and Neighborhoods of NC, Inc.
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: Falls Landing Subdivision-Phase I
DWQ Express Review Program
REQUEST FOR MORE INFORMATION
Dear Mr. Patsey:
DWQ Project No. 04-0256
Wake County
Page 1 of 2
On February 20, 2004, the Division of Water Quality (DWQ) received your application dated February 19, 2004 to impact
149 feet of stream and 11,685 square feet (ft) of protected riparian buffers to construct the proposed road crossing in
Phase I of the Falls Landing Subdivision. An initial review of this application was conducted and a letter was sent out
requesting additional information on February 23, 2004. On March 1, 2004, information was received from Thompson &
Associates addressing questions from the February 23, 2004 DWQ letter. This new information has been reviewed, and a
site visit was conducted March 5, 2004, however information is still needed in order to complete the review of this project.
Until this additional information is received, this project shall remain on-hold as incomplete in accordance with 15A NCAC
2H.0502(d). Please note that March 8, 2004 is day 18 in the express review process of this' application.- Please provide
the following information so that we may continue to review your project.
Additional Information:
1. Your application is requesting the approval for the placement of a 72" culvert at a 1.70 % slope in a 8'-10' perennial
stream. You have indicated that a 30' x18' energy dissipater is adequate, however this office believes that it is not.
Please submit a plan for your road crossing that will ensure that the placement of the culvert and other structures will
not result in aggradation, degradation or significant changes in the hydrology of the stream bed or bank, adjacent to or
upstream and down stream of the above structures.
In addition, with these new impacts, stream mitigation will be required. This office suggests that you get approval for the
payment for the maximum possible mitigation amount of 240 linear feet of stream mitigation through the Ecosystem
Enhancement Program (EEP). If however, you propose mitigation onsite then we would not require the final plans up
front since this modification has taken place during the Express Review Process.
2. Please submit justification as to why the new parallel impacts are needed for the sewer outfalls at the north-eastern
corner of the property, your initial application did not request these impacts. Additionally, you may want to propose
buffer mitigation onsite for the other proposed parallel impacts of Zone I, there seems to be areas where this may be
successful.
Please respond within four 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.
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) j
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwotlands/
I
Justin Patsey
Page 2 of 2
3/8/04
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.
i Please call Ms. Debbie Edwards at [phone] if you have any questions or would like to set up a meeting to discuss
this matter.
Sincerely,
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Joh rnds/4401i We it, Q.
D WQ04-0256

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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
St-A Address: 2321 Cr bt:ee no 1-rct, Swte 25(1
Raleigh, NC 27604 2260
111alling Address: 1650 Mail Service Centcr
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Todd Preuninger Fax #: [phone]
Justin Patsey 919-481 9157
Subject: Falls Landing SID-Phase I Date: 3/8104
Number of pages including cover sheet: 3
Notes or special instructions:
The onginal will be seat in the mail. It you have gxstims please call Deborah Edwards at 919-733-9384.
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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, Suit; 2,40
RJleigh. NC 27604-2760
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1610
Contact Information: Phone th 919-733 07.03
Fa 4: 919-733-6893
Fox To: Todd Preuninger Fax p: 919-846-9467
Justin Patsey 919481-9157
Subject: Falls Lending S/U-Phase I Date: 3/8/04
Number of pages loduding cover sheet: 3
Notes or special instructions:
The onCinal will be sent in the [Dail, If you have questions please cap Iaebolah Frlwards at 919-733.9564.
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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
Fax To:
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Todd Preuninger Fax #: [phone]
Justin Patsey
919-481-9157
Subject:
Falls Landing S/D-Phase I
Number of pages including cover sheet:
Notes or special instructions:
Date: 3/8/04
3
The original will be sent in the mail. If you have questions please call Deborah Edwards at 919-733-9584.
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:/fh2o.enr.state.nc.us/ncwetlands
imap://debbie.edwards%40dwq.denr.ncmai1.net @cros.ncmail.net:143/
Subject: Falls Landing
From: Debbie Edwards <[e-mail]>
Date: Fri, 05 Mar 2004 10:20:01 -0500
To: todd <[e-mail]>
Todd,
I went out with Kevin yesterday in the field to review Falls Landing S/D. We looked
at the centerline of the road crossing and the location looks ok. We also went to
look at the new impact area where the moved the sewerline at the north end of the
property. My only questions still to date are:
I received the additional information from the engineer about the road crossing
including the length of the culvert and the energy dissipater. The concerns I still
have are the length of the energy dissipater. The guidance I have received from DOT
and Land Resources reveals that they are going to need a longer energy dissipater.
Additionally, its not clear as to why the width of the dissipater is going to be
approximately 8' wider than the channel and box shape. And with the new impacts for
the redesigned sewerline at the north end of the property, why are these additional
buffer impacts needed. The first submittal showed the sewerline perp with no
parallel impacts. They need justification for this otherwise they need to avoid as
their first application showed. I will check with John Dorney about a time and day
between tuesday-friday of next week. If we can get this information straightened up
before that time then no meeting will be necessary. Thanks,
Debbie
1 of 1 3/8/2004 2:15 PM
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153 Holly Springs Road PHONE: [phone]
Holly Springs, NC 27540 FAX: [phone]
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TOTAL IMPACT= 11,747 SF (149 LI-)
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A CHANNEL 1,096 141,_- 149

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WELAND HCWES AND NEIGHBORHOODS
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WETLAND IMPACT MAP
FALLS LANDING
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Q William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 23, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Justin Patsey
John Wieland Homes and Neighborhoods of NC, Inc.
101-A Quails Field Court
Morrisville, NC 27560
Subject Property: Falls Landing (Phase 1)
DWQ Express Review Program
REQUEST FOR MORE INFORMATION
Dear Mr. Patsey:
DWQ Project No. 04-0256
Wake County
Page 1 of 2
On February 20, 2004, the Division of Water Quality (DWQ) received your application dated February 19, 2004
to impact 149 feet of stream and 11,685 square feet (ft2) of protected riparian buffers to construct the proposed
road crossing. Additionally, your application requests to temporarily impact 71 feet of stream and 15,441
square feet (ft2) of riparian buffers to construct sewer outfalls. 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. Please provide the following information so that we may continue to review your project.
Additional Information:
1. Please provide this office with a map at a scale of 1" = 50' with details of your road crossing. This should
include the total length of the pipe/culvert to be used, the total length and width of the energy dissipater to be
used, any headwalls to be used, etc.
2. Please provide calculations on the watershed to be impacted and how you determined one 72" pipe would be
sufficient for an 8' to 10' stream.
3. Please provide the building footprints for lots 39, 54, 85, 90 and 185.
Please respond within five 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.
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/ncwetiands/
Justin Patsey
Page 2 of 2
2/23/04
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.
Sincerely,
cc:
ftlands/n ey,
401
Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Unit,
DWO04-0256
Justin Patsey
Page 2 of 2
2/23/04
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.
Sincerely,
cc:
L
n Dorney,
tlands/401
Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Unit,
DWO04-0256
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
~? ` Lr }rry 19, 2004
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RI: NWP 12, NWP 39, and Buffer Compliance
Falls Landing
Raleigh, Wake County, North Carolina
S&EC Project #: 03--5967.W1
US Army Corps of Engineers
Attn: Ms. Andrea Wade
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
VVET'LANDS ! 40I GROUp
FEU Y 4 2()Ui(
i.)ear Mr. Dorney and 1\1s, Wade:
VVAT"ER QllA(.11Y SECTION
On behalf of John Wieland Homes (Attn: Justin Patsey), we hereby request authorization
from the US Army Corps of Engineers to use Nationwide Permits l2 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 approved road
north of the property dictate the region in which the proposed road can be located. Due
to the sinuous nature of the stream in this area, 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
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
February 19, 2004
S&EC Project #: 03-5967.W1
Page 2 of 2
construction include 149 linear feet of perennial channel and 0.27 acres of riparian buffer.
In addition, the proposed sewer outfalls will impact 71 linear feet of perennial channel
and 0.38 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 a stream crossing is necessary in
order to access the entire parcel, we do not believe mitigation should be required.
However, if mitigation is required we propose payment to the EEP.
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 below these thresholds we do not believe mitigation
should be required for the proposed road. We 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. A copy of our request has been forwarded to their office.
The proposed impervious surface for the site is 15%, therefore, a pre-approved
stormwater management plan should not be required for the project.
Sincerely,
Todd Preuninger
Biologist
Attachments:
Pre-construction (PCI) notification form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Proposed Wetland Impact Maps
Thompson and Associates Letter
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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: 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: preuningerkSandEC.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: Falls Landing_ _
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
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
gpproximately % mile south of the Neuse River, east of Falls of the Neuse Rd (SR 2000)_
5. Site coordinates, if available (UTM or Lat/Long): 3555'56.08792", -7834'33.40031"
(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):
125
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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded. Land use in the vicinity of the
project is primarily residential
Page 2 of 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
re ag rding 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 BRRO 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
149 linear feet of perennial channel resulting from road construction and 71 linear feet (2
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) (es/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, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.35-acres
of iurisdictional 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 ma) (linear feet) _ Before Impact (please specify)
Impact A Permanent/ 149 UT to Neuse River 8__ to Perennial
(NWP 39) culvert
_
Impact G Temporary/ 41 UT to Neuse River 8- 10 Perennial
(NWP 12) excavation
Impact 1, _
Temporary/ 30 UT to Neuse River 8 - 10 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.uses.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.nlapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 linear feet
(permanent) + 71 linear feet (temporM) = 220 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
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
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: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 4 of 9
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
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
sanitary 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
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 5 of 9
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.ei-tr.state.nc.us/ncwetlands/strmgide.litinl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts due to the road crossing are below the thresholds that typically require
mitigation by the NC-DWQ and/or the USACE and because impacts have been minimized to
the maximum extent practicable, we do not believe mitigation should be required for these
impacts. However, buffer mitigation will be required for parallel impacts to zone 1 of the
buffer for sewer installation. A request for payment into the restoration fund has been
forwarded to 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): N/A
Amount of buffer mitigation requested (square feet): N/A
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
(Meuse), 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; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Sewer crossing imnact (impacts "M" and "K").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1,489 3 N/A
2 1,731 1.5 N/A
Total 3,220 N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
Sewer crossing impact (impacts "F" and "H").
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,183 3 N/A
2 2,233 1.5 N/A
Total 4,416 N/A
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.
Parallel buffer impacts "D", "E", "I", and "Y'.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 496 3 1488
2 7,309 1.5 N/A
Total 7,805 N/A
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 NC AC 2B .0242 or .0260.
A request for payment to the EEP has been forwarded to their office.
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 15% 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
Page 8 of 9
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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).
Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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FIG. 1
Project M: Scale:
00-5967 I"= 2000'
Mgr.: KM 12120!00
' WOLt rt? Sf U,,J 1
Figure 1- USGS Quad
Lowery Tract (Falls of Neuse)
SandlerpWakefield LLC
Raleigh, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
pp ?i.:. rr4=
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4
M1
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Project t: Scale:
00-5N7 1" -1320 Figure 2 - Soil Survey
Project Date:
Mgr.: KM 12120100 Lowery Tract (Falls of Neuse)
Sandler@Wakefield LLC
Raleigh, Wake County, NC
A

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w.,
FIG. 2
& Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
I it h
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.
Sine ely,,
Randall L. Miller, PE
Thompson and Associates, PA
DWq project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
protect Name : A "s Phone Number. "O
Contact Person, thk ^ -`
Level Spreader ID' . It L
Gf5 g, (perpendicular to flow)
Level Spreader Length ac. (on-site and off-site drainage to the tevel spreader)
Drainage Area - I ? ac (or she wd off-site drainage to the level spreader)
Impervious Area ?Q?_ % (g% for forested, leaf littler corer, 8% for thick ground cover)'
Maximum Fitter StriplBuffer Slope
grass
Max- Discharge from a 19 Year Storm cfs
Max. Discharge to Level Spreader ___L2&-_ cfs thi t roun cover or gr canopied forest with leaf litter
Filter Std0Wffe(vegetation groundcover)
Pre-treatment or Bypass Method d -1 ------
II. REQUIRED REfrIS CHECKLIST
Initial in the space provided to indicate the forlowi?tan of r? f At a minimLum?a complete stormswat?management nplan subni ttal includes
arequirement worksheet has for not each been BMP, met, attach
call lcuulaletions, plans 9M specifications showing all BIAPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lioan In-al,j-4 Level spreader is at least 13 tt, per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with to
litter.
Pre-Form Scour Holes are on flat slopes only
? - +No *uctures are located in protected buffers'
to the Draft Level Spreader Design Option Document,
If bypass method specified
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in tamed buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement indudes annual erosion and vegetation repair.
rovided
The operation and maintenance agreement signed and notarized by tit responsible party is p
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
of a protected buffers
with thick ground cover or grass if designed In according tthe second level spreader cannot be localed In Zone Docurnent. This potentially
minor area.
variance in protected buffer areas. Y
DWO Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the fopowing Information)'
Project Name : ?AL"-?'?- a Fv
Phone Number.
Contact Person. - 1 Level Spreader 10', , -* L
ft.
Lave! Spreader Length l orL-
J ac.
Drainage Area ac
Impervious Area
Maximum Finer Strip&ffer Slope
grass
Max- Discharge from a 10 Year Storm g•3 cfs
g.;3
Max. Discharge to Level Spreader cfs
Filter Strfplf 00( Vegetation -
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on•site snd off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for Mick ground cover)'
u Ve canopied forest with leaf litter
groundcover)
Pre-treamient Of Bypass Method -- AL&L----
II. REQUIRED ITEMS CHECKLIST
provided to indicate the following design requirements have been met and supporting documentation is attached if a
Initial in the space p lanation of why, At a minimum, a complete stormwater management plan submittal includes
requirement has not been rrref, attach an explanation y' ails, a detailed
a worksheet for each BMP, design calculations, plans and Wecificavons showing all 6h1Ns and outlet will structure result detaia request for
drainage plan and a fully executed operation and maintenance 8greament, An incomplete submittal package
additional information and wilt substantially delay final review and approvai of the project,
Aoolican.Lss Ir -Sls
01, &4- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with le
litter.
Pre-Form Scour Holes are on flat slopes only
&,?--.No structures are located in protected butters'
in the Draft Level Spreader Design Option Document.
If bypass method specified
Bypass method is specified (it aipocable) and plan details and calculations are proved from the bypass
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate
discharge. ed buffers.
No structures are located in protect
Plan detals to the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.?
The operation and maintenance agreement signed and notarized by the responsible party is provid.
be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
Level spreaders in series can raft Level Spreader Design Option Document This polen6afly requires e
with thick ground cover a 9rass ba de3i9ned according to the D
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
DWQ Project No.
DIVISION OF WATER QUALITY . LEVEL SPREADER WORKSHEET
I PROJECT INFORMATION (please complete the following information)'
ars J
project Name : it, s '
Rhone Number. L_+-`t 1 I
Contact Person;
Level Spreader ID'.. 4_5
Level Spreader Length rO? --ft.
5•t2??..
Drainage Area ac.
ac
Impervious Area
Maximum Fitter Str?plBuffer Slope ----?
grass
4 q?
Max. Discharge from a 14 Year Storm cfs
c(s
Max. Discharge to Level Spreader
Filter StriOuffer Vegetation
(perpendicular to flow)
(on4e and off site drainage to the level spreader)
(on•sae end off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
ver canopied forest with leaf litter
groundcover)
Pre-treatment Of Bypass Method
it. REQUIRED ITEMS CHECKLIST
provided to indicate the blowing design requirements have been rnet and supporting documentation attached (f a
initial in the space p meet an subismittal includes
requirement has not been rnet, attach an explanation of why. At a dfir nouns s orMngtallt ormwat ps and oust structure details, a detailed
a worksheet for each BMP, design calculations, plans and mittal a will result in a request for
drainage plan end a fully executed operation and maintenance agreement. An incomplete sub packag
additional information and gill substantially delay final review and approval of the project.
spreader is at least 13 ft. cis for thick ground cover or grass or 100 fit per cis in canopied forest with Veaf
Aooticann -??
Wit. r4 _?Level . per
litter.
Nt t? Pre-Form Scour Holes are on flat s" only
_No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Docutnent:
Bypass method is specified (if Vocable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulic:aiy and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details lot the bypass and outlets ar npindudes annual erosion and vegetation repair.
operation ennd d meinte nar>ce agreement signed and notarized by the responsible party is provided.
The
of to 2596 in areas
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf O littler cover or on er Documents Thp potentially re in ar e
Wth thick ground cover or grass if designed according to the Draft Level Spre( Dn si a boated in Zone 1 of i protected brequ area
minor variance in protected buffer areas. In any event the second level spreader
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (Please complete the folloWng information).
Project Name: pf_f
Contact Person: , e one Numt?er. 7 LA
Level Spreader ID',
Level Spreader Length ft.
Drainage Area -- z 33 - ac'
ac.
Impervious Area
Maximum Fitter StripUffer Slope -
%
grass
Max. Discharge from a 10 Year Storm
d cfs
CIS
er
Max. Discharge to Level Sprea
Filter Std01Buffer Vegetation
Pre-treatment or Bypass Method
(perpendicular to flow)
(on-site and offside drainage to the level spreader)
(on-site wd off-site drainage to the level spreader)
(6% for forested, leaf litter cover, 8% for thick ground cover)'
i ground cover or gra , canopied forest with leaf litter
groun ver
11. the toNowing design requirements have been met and supporting documentation is attached ! a
Initial in the space provided to indicate of Nil At a minimum, a complete stormweter management plan submittal includes
r?aquirwvrit has not been met, attach an explanation y all BMPs and outlet structure details, a detailed
a worksheet for each BMP, design calculations, plans and specification sho?mtg
drainage plan and a fully executed operation and maintenance agreement, An incomplete submittal packags will result in a request for
additional information and will substantially delay final review and approval of the project,
A lican In• •ats
Level spreader is at least 13 ft. per cis for tick ground cover or grass or 100 ft per cls in canopied forest with is
litter
Pre-Form Scour Holes are on arflat sopes only
? buffers'
No structures are located in pr
If bypass method specified in the Draft Level Spreader Design Option Document;
Bypass matted is specified (q alocable) and plan details and calculations are provided from the bypass
Discharge to level spreader and subsequent filter strip is hydraulically and spadatlY sepaarte
discharge. ed buffers.
No structures are located in protect
Plan details for the bypass and outlets are provded.
The operation and maintenance agreement includes annual erosion and vegetation repair. is provided.
The operation and maintenance agreement signed and notarized by the responsible party ' Level spreaders in series cal' be used on slopes of UP to 15bo in forested areas with leaf littler cover or on slopes of up to 25% in areas
minor variance in protected buffer areas. In any event the second laid spreader cannot be located In Zone 1 of 8 projected ITEMS CHECKLIST
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document. This potenntily l buffer area.

DWQ Project No,
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (Please complete the following information):
Project Name : ' - 5
Contact Person: phone Number: 7'
'contact
Spfeaoen ID:. t 5
51, ff. (perpendicular to flow)
Level Spreader Length ( IQ? ac' (on-she and off site drainage to the W40 spreader)
Drainage Area D 3? (on•she and off-site drainage to the Level spreader)
Impervious Area $ oo % (ggt, for forested, leaf littler cover, 8% for thick ground cover)`
Maximum Fitter StripSUffef Slope
grass
Max Discharge from a 10 Year Storm _ CIS
Max. Discharge to Level Spreader - - CIS round cover or gran . carapied forest with leaf litter
Filter StriglBuffer Vegetation groundcover
Pre-treatment or Bypass Mettad
it. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached If a requirement has not been met, attach an explanation of why. At a minimum, a coo pl tee tormwat2nd anag ment structure an de subtaiimilittal includes
a derailed
a worksheet for each BMF, design calculations, plans 9nd speuf
drainage plan and a fully executed operation and maintenance sgreernent. An inwnplele submittal package will result in a request for
additional information and ON substantially delay final review and approval of the project.
A ican Iii 'als
Level spreader is at least 13 ft. per efs for thick ground cover or grass or 100 ft per cis in canopied forest with le
litter.
fire-Form Scour Holes are on flat slopes only
=:4t__No structures are located in protected buffers'
H bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are proved from the bypass
Discharge to level spreader and subsequent filter strip is hydreul" and spatially • Parate
discharge. ed buffers.
No structures are located in protectplan details for the bypass and outlets arep% s annual erosion and vegetation repair.
The operation and maintenance agreement provided.
The operation and maintenance agreement signed and notarized by the responsible party is P
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf iit0er cover or on slopes of up to 25% in areas
with thiick ground cover or grass d designed according to the Draft Level Spreader Design Option Document. This potentially requires a
tested buffer area.
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a pro
DWQ Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Protect Name : r Phone Number. '7
Contactperson, %!',t.?hF
Level Spreader I0.1. 4 6
Level Spreader length j tt'
Drainage Area ac.
Oc
Impervious Area zoo _%
Maximum Fitter Strip&ffer Slope
grass
Max. Discharge from a 10 Year Storm 3., Z _ cis
Max. Discharge to Level Spreader `? Z _ cfs
Filter StdPftffer Vegetation
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on•s'rte srtd off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
r cover or gras canopied forest with leaf litter
groundcover)
Pre-treatment Of Bypass Method
it. REWIRED ITEMS CHECKLIST and supporting documentation is attached If
Initial in the space provided to indicate the following design requirements have been met and supporting documen;aticn is attached. rt a includes requirement has not been met, attach an eXpfan3tan of why. At a minimumnsashceomv'mgtall t? p?a? outlet Sucturendetatls?a detailed
a worksheet for each BMP, design calculations, plans and ? An incomplete submittal package will result in a request for
drainage plan and a fully executed operation and maintenance agreement.
additional information and will substantially delay final review and approval of the project.
limn In''als
A Level spreader is at least 13 tt, per efs for thick ground cover or grass or 100 ft per cfs in canopied forest with leat
??
litter
Pre-Form Scour Holes are on flat slopes only
No structures ate located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are proved from the bypass
Discharge to level spreader and subsequent filter strip is hydraulk 4y and spatial y • parate
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair. provided.
The operation and maintenance agreement signed and notarized by the responsible party is P
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
oath thick ground cover or grass ill designed according to the Draft Level Spreader Design Option Document . This potentially requires e
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
02/19/2004 14:49 FAX
191002/002
Environmental Consultants, PA
V-A . Rile inh Nnrth Carnlina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By Tk? Cuzxent Liandawner
Z
Phone. `i "1
Project Name/Description:
S ?1; 4,
rJ f, Rf 6.
Date;
o14JF.tiY F
The Department of the Army
U.S, Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: __11L1L??' e
Field Office_
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current proUertV owner, hereby designate and authorize Soil & Environrnenta.l Consultants, P.A 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 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 S&BC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Proper? owner's Name
'4N Wk-1UA
cc: Mr. John Domey
NCDENR - DWQ
?321 Crabtree Boulevard
Raleigh, NC 27604
4Protyt?w'mner-'s Signature
cc: Mr. Todd Preuninger
Soil & Environmental Consultants, PA
C?reenxbpin Office; Hickoly Ofhce.
(' arl t Offices 1817-ti la7wnd?lc Drive. 672 Coat Mountain Lane
236 LePhNr 29025 n25 Suite C Greensboro, NC 27455 Taylonviltc, NC 28681
C'nnrnrrl Nl" vh--- ,a7Rl AAS.SH26
Name: J'? V W\?.w?, ?•?C,1 f ae\C 01v^WA1 wlkt ?G?JI?,J?1 , ?.yt
Address: VW " WAIL- f3- 1- ? d C L M 0Alttl S"IJ e ? / ?
O
AT?ch'
I?pG
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
February 17, 2004
Project Name: Falls Landing
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
John Weiland Homes
Attn: Justin Patsey
101-A Quails Field Court
Morrisville, NC 27560
Fax #: [phone]
Subject Property: North Raleigh, east of Falls of the Neuse Road (SR 2000)
Dear Mr. Patsey:
On February 17, 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 $3,000.00 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,

Alan W. Klimek, P.E., Director
JRD/bs
Attachments
cc: Raleigh DWQ Regional Office
File copy
Central Files
Todd Preuninger, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614, Fax# [phone]

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/ncwetlands
)
Customer Service #: 1-877-623-6748
\tu tort P A..I w. GO.•J.w
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11 .! N'rM (juLLU'
1livislon of Water Quality
Department of Environmental and Natural Resources
1Srtlands/401 Unit
Stru'I Address: 2:121 C rl:bnnr Bnuh•i-cl, Suite 250
Raleigh, NC 21t(11-2260
Alailillg lddr.- 1610 Mill Servi, lrW.'1
RAI,yl , N(' _!6991050
('uuwct lufunuxtiuu: Ph"'.. µ' 1)19-73--1186
Pnx ft: 919.133-6893
II
t:u'1o: L.-t-v Fax H: 1t
C.,nil ny: Date: -?1`-(f/?--?---
Nlunber of p:tP.rc indudiat, rover sheet!
Notes or special inslrnlrtions:
- ?;.c. ?N? 1 to ?1?y?y ana-nl

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lli .?tiwi tl \V, i.r V?a,lly
f\PRE:SS PERMIT REVIEW PROC:RAM
Division of Watcr Quality
Department or Environmental and !natural Resources
Wetlands/401 Unit
tilnwl Add-,
Mailing; Add-w
Cuullu•1 lufnrmatinn
171 Crabtree Boulevard. Suite 25C
Rsle l qh, NC 176(Mt--2360
1650 Mail Service Center
R:d.mg6. NC 27, 699 1670
phase f'. 119-731 0203
F- t, 919-7
hik ru: I oAd Pwitningei lynx #: 91()h469467
i".11111aus; A a'"iI.li. n)ItniflirHl ('...... l.'i?il+ Datc:
1'rgle,1 'Vanua: lhdls 1.;lntliug
dumber nt' page.ti ineludln? rover Sheet: 2
%,,( ur special instructions:
11"., ,in ?. c. di 1, m , the n,ld If yuI ha.c gwsnom please call Beverly So ie4.iand al 019.7 ,, 7176.
1•i. ,i. i,u A \IUU•cr ['ciuA?+wu ll.iii.
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NOINNTA00 ONIQNES
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: 5 t. • 1 a is y ?cL w ?1_ • Ia J 1 ??
Applicant Address: I ol_A (U 1Ui1 / I f L>1 Pn rl
Morrisyt I Ie m: 2-75coo
Applicant's phone number: yX/ - 3-$-c 1
Applicant's fax number 1, 41 1/5
Applicant's email address ?1 0 + a ??:, la ?!?'
Consultant Name (if applicable): ' j 1= ?, o c.a r i ./ L s I ),fir} li ri
Consultant address (if applicable): wj U P,",- k :j :c ki

Consultant's phone number: S
Consultant's fax number `'
Consultant's email address r'?? ?ti•` , - ' "?
Type of action requested under the Ex ress Review Program (check all that apply):
er ua i y ertificat10
C401 wat
s a e n ermit
iparia
Stream Origin Determination
Name of Project:
Property size (acres)
Nearest named stream (from USGS topo map): Pe"5e AI • ei'
Please provide a brief description of this project (attach site plan if available):
kes,d,f-,ar ;C,& •"v, 5, c"
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: /
uSr'
p ?1?1?p;.•?«lelti 3/y lie
? r 11vC rUlw S? Iti? 0

Proposed impacts:
acres of wetlands
acres of isolated wetlands
linear feet of streams
linear feet of isolated streams
}b } I S square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored aining sessions in the pest
years? If so, please list which ones. F_)•r r-• ff {?«,N.:•, Cr K t 1S[w1
Which other environmental permits will be needed for this project. Please list them below:
C.ftr%4
Does this project require approval under the State Environmental Policy Act or National
Environmental Policy Act? ?.J G
Does this project require approval of a Variance from the NC Environmental Management
Commission" n%O
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(Qncmail.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.
UN V
l
10 i
Al i
FIG. 1
Project Scale:
°0' 1. - 2M
Figure 1- USGS Quad
Project Date: Soil & Environmental Consultants, Inc.
Mgr.: KM 12120100 Lowery Tract (Falls of Neuse) 11010 Raven Ridge Rd.- Raleigh, NC 27614
5andler9bMakefield LLC [phone] • [phone]
Raleigh, Wake County, NC
Web Page: www.SandEC.com
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0?,,17- 20(1.1 12:1)9 FAX
Soil & Environmental
11010 Raven Ridgc (toad - Raleigh. North Catnlina 27614 -
%vww.Sandl;f'.com
DATE: l rf _
TO. NAME: ??(7 VCrk:A
COMPANY
Ak NUMBER: _--
IiJooI
Consultants, PA.
Philip,; 19191 34(1-57011 - F;,r-. (119) tid6-9?1,r,'
Project Number- I. wj
CC.
FROM, JI?? Y 7 ?'1G? r Si_TBJECT
sW
The tbllowing items are be' faxed. Number of'pages including transtij?i4t/al Sheet For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HART) COPY SENT.
US Regular Mail
Overnight
Vor )our II?t'ortilatwn
Per 4'oul Request
Please GA II
- I'lcasc° Handle
Hand Deliverv
No Hzu-d C op',, tier?!
Rp,MARKS / ! ?! (/ ? ?l7G( Gl ?GLi'4? ??i_ F?/J?'l` ? ? - -

IF YOU HAVE ANY PROBLEMS WITH "1HIS TRAN'MiSSION, PLEASE
CONTACT AT [phone],
CONFIDENTIALITY NOTICE*
Tlus tmnstnission is intruded only for the rise of the jndi%idu91 or entity to which it is eddres&(-d raid mriv C:otktallj
ddc,rwation tbat i,-privileged unci coufidtutial. If the reader of this message is Hot the ifltc wind 10, t, y011 arz her by
notified that any disclosure, distribution or copying of this informatiou is strictly prohibited. If you hat r r", etved 11w;
t-ransmrssiou is error, please noti: y us immediately by telephone and return the foxed docu"icnts to ns r,t: thr above ;ldttt'rSi
%ria the U itcd States Pustal Srrvice.
Charlotte: Cgfice: Sii?cL&l?OL2l?I114? El;rEr,ry, i)f(ic>,'-
?30 LePhillip Court. Suite. C 3617-F. L?+wndale Drive ('.; t_r r Nllo intmo 1-1 w
Concord, NC 28025 Grccnsbor,-?, NC 2745: feylot:nvd1r, ` i 2Rfir,1
11hona ('704) 720-9405 Phone: (330 ti40-5234
i ,;'r;1 t; t tl
Pho 117
Fax: [phone]
fat 13361 4(I- ,l35
E,ix ?:` ;' h ', a "
FE6-17-2004 T_IE 11:4' TEL: 9197==5:=93 NHI'IE: C4-1C!-WF fLiA lfv-.
FACSIMILE SHEET
F-A It NO. (919) R4,6-94,67
i?2; 17/2004 12:09 FAX
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
r ?
Applicant Name: c? ;? ,s l la?? ?y ?c? r_ jy1, . 1?+ -? t?•h.N
Applicant Address: ]?I 4, Ljj_-S -d )•?t' _.
Applicant's phone number:
Applicant's fax number
Applicant's email address _ c _ _ 4 ?'? •_!?+_ !?' ?..
Consultant Name (if applicable): awl
Consultant address (if applicable): )1010 lR,e- -?u,
? ? N
L Z
Consultant's phone number, `S Ty6oc
Consultant's fax number
Consultant's email address I?rrMk.'Hsa <,_ _,! c , c?>Type of action rt1soialed ted under the Ex ress Review Program (check all that apply):
a er ua ? y ertificat?o
ermit
ia
Stream Origin Determination
Name of Project
Property size (acres)
Nearest named stream (from USGS topo map):
Please provide a brief description of this project (attach site plan if available),
Please attach a map of site location using USGS 1.24,000 map and county suil suwve?y
Location of project site - please include reference to the county, nearest name town and highway
number:
•I'!'lb ??'/?.^.w tl ?.,,?/ ?/1 IM• ?9 l?M I'\ p tJt..5 ?, ve 5_-?
fU 0A

V1 (1112
FEB-17-2004 TUE 11:49 TEL:91B'f'?6R'a3 HIaHE:[44-1-HFTLf+t1[V
[12:17,'2001 12:10 FAT
Proposed impacts'.
acres of wetlands
T acres of isolated wetlands
^-1404 linear feet of streams
linear feet of isolated streams
11 1 S square feet of protected stream buffers
f-ino.3
Has consultant or applicant attended any DWQ-sponsored aininq sessions in the ga?st
years? If so, please list which ones. ?.? r• is ?1 e? w?= ..? Co W9 s t ? :cam ?.a.?.
Which other environmental permits will be needed for this projects Please list them below Does this project require approval under the State Environmental Policy Act or National
Environmental Policy Act? -P-,f -0
Does this project require approval of a Variance from the NC Environmental Management
Commission" -(JO
Are you aware of any local controversy concerning this projects if so, please describe the
controversy and any measures that have been taken with respect to public involvernent
This form must be submitted via email Wo bev,stricklarid ncrTiaitnet , 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 tirst three months of the Expre s Review Nrcgram
(until January 1, 2004). Application procedures after that time will be provided at a latcer 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, in5truc7ted
regarding detailed procedures for full application. Unsuccessful applicants will be queri4d 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.
FEB-17-2004 TUE 11:50 TEL:9197??hti93 tJHf°IE:Dbtr?--HETLHt JU--, r
(.12.17.21104 12:111 FAX
Fd.] o i i .J.
FEB-17-2004 TLIE 11: --8 TEL: [phone] HHHE: DI,11=1 -IIE1-01 IF"
021'17/2004 12:10 FAY
N
C
W -W7 I'm 1320 Figure 2 - Soil Survey
Protect Datc: Lowery Tract (Falls of Neuse)
Mgr.: KM 1?20/00
Sandler Wakefield LLC
Raleigh, Wake County, NC
FEB-17-2004 TUE 11:50 TEL:91
} i
{
1 3 i
Soil & Ei
11010
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234
248
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DRAINAGE PIPE SCHEDULE
PIPE TYPE SIZE LENGTH INV. IN INV. OUT SLOPE D.A. Q10 V10
A RCP 72" -112' 229.40 227.50 1.70% 162.00 ac.137.00 cfs 15.84 fp
ENERGY DISSIPATOR SCHEDULE
DISSIPATOR OUTLET V10 a W D50 STONE MIN. LINING APRON
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D RCP 15 ?
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E RCP 15 -37' 277. 276,20 2.18% 1.12 o6 174 ch -
F RCP 15' 87 278 288 20 &97% t.e4 as 8.15 cis -
0 RCP 15 -164' 26& 264,20 4.41% 135 as &40 efe
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H RCP 16• 4} 254. 26110 131% 220 as 723 cry -
I RCP 15 X21 251.00 25020 3.81% 115 a. 9.34 c6 -
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K RCP 15 247. 24620 105% 143 as 10.35 of4 -
L RCP 15 247. 246,20 1.91311 ate x 0.90 CO -
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6.54 to
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U RCP 15 270630 27020 1.11% 0,51 as 1.61 cfF -
V RCP 15 « 270.gD 289.70 2.10% 047 as 2.80 a4. -
W RCP 15 -1 259.00 259.20 1.47% 1,00 w- 141 e4. -
X RCP 15 8eq0' 26&QO 204.20 534% 1,01 as 143 all -
Y RCP 15 -222' 204.Q0 243.20 9.37% 1.05 or- 143 eta -
Z RCP 15• eq 241.QO 24a70 2.54% 1.93 or. 5.47 cb -
Al RCP 15 M 24x00 24011) 979% 2,68 x 7.12 aft -
81 RCP 15 -31 240.00 239.40 1.94% 281 a6 7.78 a4. -
Cl RCP 1e' z2 f 2.20 239.00 OJIM 2,96 0e. 6.34 aft 6.17 fps
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El RCP 15 45 271.10 27310 0.89% 251 0.e 7.05 efa -
F1 RCP 15 -117 28200 27310 837% 1.54 a6 4.22 a% -
01 RCP 15 21M 25&00 635% 0,83 as 1.88 eb -
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ONCE EVERY TYPEASIN1F1 OR AS NEEM
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1. Article Addressed to:
John Wieland Homes and Neighborhoods
101-A Quails Field Court
Morrisville, NC 27560
DWQ# 04-0256 - Wake
2. Article Number
(Ih3nsfer fbm serv/ce label) -
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NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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oa ~ ~Q ~ ~ r ~ DB.4842 PC. 487 ' ~ 1 V ! ~ 32 ~ , ~ f r ~ _ ~ - I v / ~ ~ ` . C' . z PIN.~n2~.oa-44-ae92 w I I t ~ ~ -~r r--._.~ ~ I I Q. ~ Q ~ ~ _ _ T EX. zoNED R-4 ~ _ ~ - . ~ ' ro ` i 22 N 4 a I I ~I I i i I / ~ rte, `
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109 , ~ 111 N~ ss~`ti! 176 ~ ~ ~ .E, 3~ i y. S I ,y YARD ~ YARD
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~ 80 ~ 112 ~ ~ 3~, . ss ~ 84 ~ ~ w ~ 4J e ; r ~ , , 84 ~ ~ ~ ~ e~ 1` / ~
~ 4 K' ' /00 ~ 1 100 R,/ ~ r' r: 17 ~ ~ l 6S i / ~ ~ ~..--r / U wn"' ~ ~ LIMITS OF CLUSTER ~
FUTURE CONNECTION ~ S~ :o ~ ~ ~ • r 175 ~ 113 ~ y~~ , ~ \ ° ~ ~ r ' ~ 1 m ~ ~ w ~ i~ lI ~
WITH NEW FALLS OF NEUSE LONFAY-pdCNSON,LLC ~ ~ oe oooe Pc ise4 , r r ~ a2 \ 52 I 'r `y ~ / I c C?
N TS PN./1729.OhS1-98JA ; ~ ` ~ 85 ZONFD R-4 i y H C .V f 17 ~ d' 85 ~ , ~ ~ ~ 1 I ~ ~ N F o ~r~_ 1
~ DRS ~p ,RAMP ~ ° 74 B \ ~wAr T~F: / 114 ` ~ ' r A~~ a . , \ ti ~ 1 ~I I' ~ BRANDYWINE LG---- . ~ , ~ , L oi, ,r~~
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QQ'{~ 1 r 1
\ \ LIMITS OF CLUSTER ~ r '~o ~ i ~ ~ f ~ ~ ti~ /c 166 117 , h a ~ ~ E~' 6 ~ \ 1 i 158 h u~ RAMP , c SITE / / 84 I j
4l ~ q \ \ / ~ ° V X4.18 d ' o, r' ` ~ ~ 160 •o ~u I , . ~ ,tiw ADS ; 411 RO 1p
N F \ ~ ~ /r / , O.R. r R J ~!/L / / 0 0 ' ~ ~ l'~lrl I I ~ W11AN QYp tN
118 ~ ~ n T' ~ ~ WAYNE LOWERY ,r ; 1 , 't. G \ ? a' \ w~u s9E-lea \ < ~ 15 , ~ ( ~ 1 ~ £ I DBL d. ' ' I I 11 ~ 4 , ,,r~, q i ~ _ / / MAR ~ I~ G
~ ~ ~ ~ ~ 1 ~ 161 ~ y y \ PIN.~1729:03-44-0246 r , i' ' ~ 165 ~ ~ ~ ~ dOF~ T \ ZONED R-4 ~ ~ / 1 ~ 9S ' ~ o n . ~ ~ i 1'. , 'i ~ ~ / / C ~ n ~ ~ ~ t \t r . ~
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A \ ~HP~ / ~ i j \ t s ' \ ~O ? ~ 12 j ~ r r.... 10 f`'~. r' ! 2p~ \ ~ ` aA o 6~ .120 ~ ~ ~ e~ ,,f ~~A~ / 149 ~ , 4 ..,,u' j ~ ~'•RtvA~
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~ a ~ ~ ~ ~5 ~ ~ " ~ 1 ~ 155 m6 ~ ~ ~ 148 ~ ~ ~ \ 36 I ~ i ~.~._~._w-..r, . -7~-f--...__i
~ ~ 12 l ~ / n,~ t ~ ~ e7 ~ r° it f
~ ~ ~0 a /roN , a ~ > o 150 ~ I I'~m W I ~ 93 I f i ~ / ~ M1 7 ,
~"p ~ ~ ~ 5, ~R;~~ 125 , , ez 54 .tea i 146 ~ ~ ~0.~,.. r/ ~ 45 \ . 0 ~5 c,. o t ~ o ~ i ~ „ ~ 4) ~ / ~ ~ r•__..~ 60 ~ ;l'~, / ~
~ ~ ~ 2 ~ ~ ,~-:~:~a ~ 121 r ~r i ~ + ~ ~ l1l ~ ~ ~ 35 r' 42 '-7 ~
i ~ ~ t / r~ ~ ~o ~ ~ _ ! ! i 14 ~ ~ i 6 1 ! ~ r O ( ~ M n
\ ~ ~ 1 ~ ~r~ A ~ ! k. E l` 15 15 ~ 151 ~ ~ I ND ~ } ~ . - ~ ~ ~o' ; / / si rE ~A ra
0 - r SS t ~ `fir _ d' ~ i ~ ~ \ k :,1 ~ ~ ~ l ? ~ N F . _ i t , ti ~ ,oo' R w ~ _ w~ ~ 0 _ i I A i i OC 43 ~ ~ MINIMUM L T YARD S ACK A 0 D i ~ ~ \ EXISTING ZONING OF ENURE iRACK R-4 FRONT YARD ETB S LL WE 10 FT
/j ' y 2 JULIE WRIGHT - ~ ~ - 'I 1~ _ I N , r--..... _ H ~ N/c ~ _....~i ~ _ ~ ~ _ i o, 34 ~ ~ ~ / i r ~ i, I ; ~ TOTAL AREA OF PARCEL 82.825 AC. REAR YARD 20 FT. ~ ~ 1 j, y s. C LOTS 1, 2, and 3 NOT INCLUDED IN CLUSTER AGGREGATE 40 FL
D6.9298 PG. 524 _ ~ g, 2 e9 H/c 1 ~ ~ _ M TOTAL AREAS OF 0 1 " ~ L TS , 2, & 3 5.27 AC. SIDE YARD 5 FT. `~'18a_.."`. ~ ORS ~ -_1~8 ~ TOTAL CLUSTER SITE AREA 77.35 AC. AGGREGATE MIN. 10 FEET BETWEEN BLDGS, 15 FT
129 ~ , R PS ~ ._.-------`m RAM PRIVATE PIN, 1729,03-33-7656 ~ , ~ p 80C ~ EKISIING ZONING R-4
~ ~k~ ZONED R-4 ~ ~ / R - ~ - H/c R•~oo.DO 4~ r ~°--''"f ~'ti MINIMUM LOT YARD SETBACKS PROVIDED ~ ~ ~ f. ' rn AREA IN STREET RIGHT-OF-WAY 12.87 AC. FRONT YARD 15 FT
~0 9 ~ e. RAMR. 75 - 2 4 o ? ~ .m 33 ~ ,I 1 i 5z 44 15 FT. I c ~ T07AL NET AREA OF CLUSTER 84,88 AC. CORNER FRONT YARD I ~ T07AL ALLOWABLE DENSITY UNITS 251 D.U. REAR YARD 20 FL
q. d. ~cx QY { 1: ~ JB ? 1 ~ t 1 "7 ~,w_ 1 I ~ x 30 ~ 34 I I ~ ~ 141 a,~Br Fqi ,ti , < ' 35 I ; i i i ~ 139 ~ 140 I ~ } I f, r~4 I ~ I , I , ~ ~ , 45 m ` TOTAL DENSITY UNITS PROPOSED 188 U. AGGREGATE 40 FT.
~ + I 138 ~ , ~ a,~r ~ 3 ~ c 1136 13 ~ ~ ~ i ~ ~ ~ ,8. . i ~ DENSITY OF UNITS) 188/ ~ 243 SIDE YARD 15 FT _ w._ ~ ~ ~ NET LOT AREA ~ 77.35 ACRES AGGREGATE
I ~ 55 ~ 131 ~ ~i w ~ f I I ~ E?~' 1 °-`7 ~ f - MIN. 10 FEET BETWEEN BLDGS, i ~ / ""iG1 TOTAL OPEN SPACE REQUIRED (10X MIN.) 6.47 AC.
~ ~ I 1 I ~ ~1 ~l ~ ~ ! i ~I I N. TPFI 32 ~ ~ _ - TOTAL OPEN SPACE PROVIDED 15.08 AC. 4 ~ r,?, ~ N /F TOTAL OPEN SPACE LOTS 4 ,
~.l+ ' ~t l I I i : A i ,y ~p ~ : ~ ~ I ~ r Of ~ I ~ ` ~ , 4 ~ , ri, 46 ~ RECREA710N CENTER DATA. ! ~ ~ / P POOL HOUS 16'x ' ~ 51 S.F. y BRANDYWINE LLC OPEN S ACE QUDDENT 412.19 FT. E 32 2
~lj/, 1 91 9ti'"J tii `1 DB 8795 PG. 2671 OPEN SPACE LESS THAN 8X AVG. SLOPE REQUIRED PARKING 79 391 S,F, 100 S.F. ~ 14 SPACES
gyp, S p z1 117 57 ~ ~ ~ _ REWIRED 2.0 ACRES pR E PAR I ~ P / l 'yj~.,_ ~ OPOS D KNG 14 S ACES
~ 7 6a ;v ~ s7 c~G e3 ~ 77 31 __2 PIN.#1729.04-74-6026 PROPOSED 2.J6 ACRES ®7,2976 AVERAGE SLOPE } I ` ~ _ LINEAR FEET OF PUBLIC STREETS 9442 L.F,
s ' 18 BO 105 _ ~ 47 ~ m ZONED R-4 MINIMUM LOT AREAS ALLOWED _ `j R-410NING 8734 SOFT.
~ ~ ~ 3 MINIMUM LOT AREAS PROVIDED " ` ~ ~ MINIMUM LOT AREA 7811 SQ.FT.
s ~ ~ ~ 29 18 188 ~ ~ ~ ~ ~ 14 15 ~ 3O L ~ ~ _ ~ MEDIAN LOT AREA PROVIDED
, O , ~ o. H ' r- '18 MEDIAN LOT AREA 11000 SOFT. ~fC ~ W RAIXf~Q h 48 m AVERAGE LOi AREA PROVIDED
NSF , ; ~ ~ ~ R UBEN LE NAR ' 8 I ~ E O D 7 ~ 9 l i I 13 ~ I ~ o f~-. ab ~ AVERAGE LOT AREA 11411 SQ.FT.
~ 10 11 28 2 12 ~ . ~ i D \ , ~ ..~,,.W - ~ ~
DB 6728 PG 42 _~.M_.._-.~.._.__._... t w__._ I i I > j ~ / 2 Z4 r_-~ 5 g•35 2 r"
MB 1996 PG 1959 PROPOSED STUB ti~ 6 ? i_ 45 ' PIN.~1729.03-33-2530 FALLS POINTE(S-85-2002) ~ ,,tin.,, ^ . _ . 1 --~--w'~..- y...--~'" 13 2Q'~ ~ ~
: ~:ci~ ZONED R-4 cu~i~1:Y-~URo~R oDNSrAa~cnoN o "~~fi~~~ ~ ~ H c - 00 - - H/c ~ r'' Te 27 ; 4 ,r' ~ ~ ~ ~ ~ OWNER~DEVELOPER:
390,995 S,F. L / ~ ~ " ` so , ~ - - - RAMP l PEOESmI s Ess \ do ~ ° SUN. Ld ~ ?1 ! r~ G ti°-~--- ~ i ~ ~ ~ l - ~ JOHN WIELAND HOMES AND NEIGHBORHOODS _ _
8.976 AC, ~ ~jz-'" a-F-- 1 75 .75._ _ a, 21 ~ ~ • o w~ . , _-,__....I ~H C`i i~°~ (f;~'/C i I I I 22 ~ I ~ ~ 7 8 003 I f 25 -~2~ ~ 1eg-"1 101-A QUAIL FIELDS COURT I 24 ' ~ I 1 ' MORRISVILLE NC 27560
f ~ ~ II{AMP ~ ~ ~ ~ N 1"' 1 I ~ RAMPS 1 ~I . a I i 17 I 18 ~ 19 ~ n / / I_ ~ ~ , 5o I SHEEP 2
al ~I 23 ~ 4 ~ , ~1 ~ I 16 20 ~ ~ ~ 2 1 ~ i. of i~ ° , a ~ i ~ I 26 I ~ G I -
~ ! ~ ~ ~ ~ I ~ ~ t_____.. / 1 ' i_._._.. . ~_._._J _ 30' PROTECTIVE _ 30' PRDTECTIVE ~ PREL I Ml NA R Y I V N
' 30' PR OTECTI $ 183 YARD 4 ' Y D 78 SUED 1SI0 PLAN YARD 7
saa'aa'a~"w a 2w i 888'48'41"W 656.81' I
! ~ / LIMITS F ~ ~ C ~ 1 a~ARLES A. ~ ueoA v. t r 0 CLUSTER ~ 3 M.._____~~...._______
1' DANIEL ~ i GLENN k MICHELE t ~ N/F ti,F I . I A CLUSTER DEVELOPMENT'
f, Po_STOPHER J. g LORNA % THIA M VEg BARRER ncm PG 104 U S DOM ANDREWS l DO. 0&166 PG. 0101 l ( JOHN T. F01 BRANT A. & WHITNEY E 9FAL-LO*'~ PHA5E5 12 3&4 MB 1998 PO 1170 "MB 19 7 PC 1487 MB 199 0 G 500 MB 1998 D8.2889 P6 JOHN T.'FONVILLE'
1At71RfiH1TR M 1996 1170 PIN 1729-43-6214 y PIN 1729-43-7224 B - f FREDERICK T. & 07374 i M.B. 1996 PI DB, 08685 PG, 2084 DB. 09920 PC. 1254 ® ~~,1 PIHP 1729-43-6224 MEg Corr ai l NEUSE TWP, OWNER JOHN WIELAND HOMES M.B. 1998 1148 Lr)
99$-1170 CATERINE S. HERB PHILUP M. k E. CHARLES R FEUCIA ROBERT M. & KRISTIN G 't 8'J93 36 ACRES / JA PIN,{~1729.D4 BM 1 S BM 1996-1170 I MARGARET DAVID W. MARY t J. SIMOAA to BM 1998-1170 BM 1996-1170 ZONED R-4 MELAN PIN~1 1729-33-8273 DB. 09297 PG. 1551 MOYER HULL TRUST \ W. 6LEON ELLEN E. GRANDY ' (?A~ ,33 ACRES ALEXANDER ZONED R PIN# 1729-33-5252 BM 1996-1170 ~ D8. 10356 PG. 0610 OB. 07416 PG. 0526 PIN 1729-43-3232 % DO. 01117 PG. 0266 , 0 0 .36 ACRES 1,054373 PIN.#1729.04-52-3643 ZONED R-4 THOMPS ASSOCIATES WAKE CO. NORTH CAROLINA ZONED R-4
44 ACRES 48 ACRES LOT 43BM 1986-1170 BM 1996-1110 BM t9D6-1170 ZONED R-4 ZONED R-4 PINM 1729-43-7 24 24.05 1,054 373 S.F. 24.05 AC. X 153._}#0 LY SRINGS RD
PIN# 1729-43-1125 PIN/ 1729-43-1125 PG. V DB. 011; 01132 PIN/ 172e-43-4243 p A BMDB. 1999698--1170 0 o io !ZONED R-4 ZONED R-4 PIN# 1729-33-7292 LOT 40 ~ LOT So 7 \ GLENN L .75 ACRES bD ACRES SM 1996-1170 49 ACRES / 60 ACRES 70 ACRES ~E HO k JESSICA KI ZONED R-4 ZONED R-4 PRELIMlNA Y w ROLL? SP,RIN3$:NC 7606 DATE 9/2/03 DRAWN MTH JOB NO. BL-LOWERY
KIM BRENDA W. TkgMAS ZONED R-4 ZONED R-4 ,42 ACRES LOT 49 fr ZONED R-4 DB DB. 0e095 Po. 144 y LOT 36 R ZONED R-4 E LOT 37 LOT 38 f BM , 1996-066661P0170 , 9194 1 BM 1996-1170 ~ \ .UIMINARY DRAWINGS 100 50 1 0 200 (91;0 E»-080 - - - FAX f$; B $-2143 SCALE 1° = 100' SURVEYED DRAWING LOWERY-SITE2
SUBMITTED FOI PIN# 1729-33-6195 PIN ACRES 9-43-0 0 LOT 39 LOT 35 i LOT 51 r .63 ACRES 1.58 \ LOT 44 \ LOT 45 LOT 46 - ~r NOT RELEASED FOR IMITTED FOR REVIEW x EASED FOR CONSTRUCTION REVISIONS 11/10/03-177704 PIN 1729.04-54-9638
' ZONED R-4 ZONED R-4 K A TE S B R I D G E LANE j - , SCALE 1"= 100 2 6 14 3/9/04 1721.14-44-4861

i PR P 0 RA 1 CR N NO GRADING WILL BE ALLOWED IN r,
/ ~ N /F ~ 1 L NEUSE BUFFER FOR HOME CONSTRUCTION. ~
T TA P = ~ \ M ACT 1 F 1 47 L / \ ~ VIL WAYNE LOWERY ~ TREE PROTECTION FENCE TO BE INSTALLED
/ i ~ ~ D8.3280 PG. 179 ~ ALONG ENTIRE NEUSE BUFFER PRIOR `y
2 ~ ~ IMPACT TYPE FT LINEAR FT. I ~ ~ ~ ~ PI .1729.02-55-2006 .7 \ # N TR TI N. ~ TO ANY GRADING OR COS UC 0 ~ ~
/ ~ ZONED R-4
i ~ , (PROPOSED) f ~ / / / ~ ,
/ \ CHANNEL 1345 17 181 1 ~ PIPE INVERT SHALL BE ~
EXISTING ~ ~ PLACED AT LEAST 1 i ~ SITE
ZONE 1 (1ST 30 FROM CHANNEL BELOW STREAM ELEVATION / / /
~ / 3,610 I N F NEUSE ~ / / / ZONE 2 (NEXT 20) ~ GILBERT CURTIS MCCONNELL ` ~ / / ~ TO ALLOW FOR AQUATIC LIFE ~ ~ ~ / /
BUFFER 2,335 ~ 06.4949 P / i G. 410 ss 1 ~ PASSAGE. ~
5,945 TOTAL PIN.~1729.02-55-0069 x9, ~ 1 k ~ ~ i
ZONE 1 1ST 30' FROM CHANNEL j ZONED R-4 ?o+ I I ~ /
3,484 \ / l NEUSE / ~ , y I ~F f
ZONE 2 (NEXT 20) \ / i BUFFER 2256 l N \ ~ ~ ~ ~ ~ VICINITY MAP
' ~ GILBERT CURTIS NCCONNELL 5,740 TOTAL I 08,4949 PC. 410 ti A! ~i
I PIN.~1729.02-SS-0069 yp. V t ~ ~ i + ZONED R-4 ~ / 58 ~ ~ I
\ / ~S /
~ \ / ~ 57 I j i ~ ~
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~ ~ ~ ~ ~ ~ / ~ N88
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3 56 r' i r' ! ; , ; ~ w y d
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j / ~ t ~ 54 ~ K r w w w ~W
s i i ; 60 + 55 i , W u' w a- wf w
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\ C' ~ ~RNL WAY f LONEAY i ~ ! % PIN.p749,03-4MJ692 1 I 1 O w w J' w J' J 7' w ~ \ ~ J
EX. zoNEO R-4 46 \ ' w SPACE J'
D/w 1 31 ~ 50 / _ ! 50 ! w w a' •v w w w ~
r% ' 30 , ~ ~ w w w J' ~ .,4. 2.36~~C i ~ ~ ~ w w a' w w
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CRO SING ~ 6 ~ 7 0 SING t 10 PRIV TE EDES CE S E /
' ~ ~ Y / / 1 N i S89'40 24 W 2372.96' ~ 47
~ ~ 36 ,
/ / 4 ~ ~ ~ ~ ~ 29 / ~ \ ,~,,r
\ \ 0~5 g ~
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/ ~ °i~~ , ~ 10 ~ 27 ~ \ W ~ADW a
\ ~'Ar . ~ 28 ; ~ ~ ! S A /
\ 25 ~ 1 . ~ 11 • \ - ~ 6 ~ SANITARY SEWER CONSTRUCTION ~ ~ / X, B 1 ~ W,,
Q; EX. 45 16,926 SF 71 LF
a 9H~o ~ / _ h;. j ~ 2 j ~ IMPACT TYPE FT LINEAR FT.
A \ 12 r ? ~ ~ ~ i 5." 5 ~ 5' ~
_ ~ ~p ~
~ , , ~o'~a r \ bM
\ \ SSE \ \ \ 38 ~ i I
~ ~O ~ ~ » ~ 44 ~ ~ ZONE 1 1ST 30 FROM CHANNEL
14 i ~CA ~ ~ \ NSF \ ~ ~ 6 `j'~-~.'",_ J1rA ~ ~ ~ 5~ I NEUSE ZONE 22NEXT 20' E c >
~ ~ Y , \ ~ 'Qy < \ WAYNE LOWERY \ / ~ BUFFER x,981 2 383 TOTAL
~ a~ WILL 99E-184 ~ r ~ , ~ ery~,~4~ y \ PIN,~1729.D3-a4-0246 ~ 7 ZONE 1 (1ST 30' FROM CHANNEL) 39 ' NE ~.~ge
'S4. ~ c` ay cPO~'~ \ ZONED R-4 ~ 3 20 ~ USE ZONE 2 NEXT 20' ~ F ( )
V ~ OQ'~ ~ A ; ~ 1 \ ' ~ V ~A~ ~ A ~ ~ ~ EX. 55' PUBLIC R~W BUFFER ggg
\ r \ \ ~ \ ~ ' ~o \ 2 076 TOTAL
\ ~ \ 19 \ ~ i \
~ ~ 42 1 ,l~``` ~ CHANNEL 41 229
\0~9-~0~ ~ ~ , ~ ZONE 1 (1ST 30' FROM CHANNEL) ~ NEUSE e9s
0~'~ ~'~s ~ 41 ZONE 2 (NEXT 20') 41 ~ H BUFFER 1,346
\ ~ o ~~~~2 i 2 340 TOTAL
~ \ o M_~_~ ZONE2
s~ j NEUSE
NF \ BUFFER 1,570
JULIE WRIGHT 3 ZONE 2
I 08.9298 PG. 524 NEUSE
PIN. 1729.03-33-7656 P ~ ~ ~ BUFFER 2,833
ZONED R-4 M ZONE 1 (1ST 30' FROM CHANNEL)
NEUSE 1,327 K ZONE 2 (NEXT 20')
H / BUFFER 1,3gs
H. X 1 T
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F L CHANNEL 217 30
W, N /F
2 ~ ~ ~ BRANDYWINE LLC ZONE 1 (1ST 30' FROM CHANNEL)
~ mA , f.,~ DB 8795 PG. 2671 NEUSE ZONE 28NEXT 20' ( ) M BUFFER 63s
~ ' 6'., PIN.#1729.04-74-6026 ~ zoa TOTAL a ' ZONED R-4 ZONE 1 (1ST 30' FROM CHANNEL)
\ , % ~L ~ -
~ ~ NEUSE s4 ZONE 2 (NEXT 20')
cS N BUFFER 1,301 1,365 TOTAL
/
' ~ i I /
j P ~ , ~
ROPOSED STUB
FALLS POINTE S-85-2002 E ~ ) ~ ~CU~?~Ef1TC4-LNDER CONSTRHCTION ~'U`t2`q
i i ~ ~ Ri OWNER/DEVELOPER: - JOHN WIELAND HOMES AND NEIGHBORHOODS
l 101-A QUAIL FIELDS COURT
I MORRISVILLE, NC 27560
SHEET 1
I r f p
1' WETLAND IMPACT MAP
t sea~4a a~ w w s s. i,

~ ~ ~ i I i z i d rl IICT~I? n~V~l nPMFNT
\ I n VVVV l 1~/1 ?1- I I~i~VI III i~1 I
I J / (PHASES 1,2,3&4 MB 1998 PG 1170 M8 19197 PG 1487 M 1998 PG 500 M 189E 104 , I I NEUSE TWP, OWNER JOHN WIELAND HOMES
i to
f TROMP IATES WAKE CO. NORTH CAROLINA ZONED R-4
~i i:X 153 RD W HOLL S G C 7606 DATE 9/2/03 DRAWN MTH JOB NO. BL-LOWERY
r PRELIMINARY DRAWINGS s0 1 0 2 07 Y DIPAWINGS l i 100
SUBMITTED FOR REVIEW - FA 143 SCALE 1" : 100' SURVEYED DRAWNC FL-IMPACT FOR REVIEW
NOT RELEASED FOR CONSTR PIN OR CONSTRUCTION 1729.04-54-9638 REVISIONS 3/12/04 1729.04-44-4861
= SCALE 1 100'

~'~t,..--~.
SING 1 ROPOSED ROAD CROS P • NO GRADING WILL BE ALLOWED IN ~ i ~ N ~F -
f ~ / i NEUSE BUFFER FOR HOME CONSTRUCTION. t, i~. ARVIL WAYNE LOWERY T TI N F N T N ~ ~
= SF 149 LF ~ / T TAL IMPACT 11,747 0 / TREE PRO EC 0 E CE 0 BE I STALLED \7 ~ ~ D6.3280 PG. 179 ~ l~, ~ pp4
2 ALONG ENTIRE NEUSE BUFF ER PRIOR 2 PIN. 1729.02-55-2006 " MAR # ~
LINEAR FT. ' Q MPACT TYPE FT I I ~ TO ANY GRADING OR CONSTRUCTION. - , ZONED R-4 S ,
I ~ ~ ~ / (PROPOSED) I 4
41 149 ~ / / A CHANNEL 1,096 1 ~ / EXISTING I / ~ ~ ~ ~ A ` , PIPE INVERT SHALL BE ,
ZONE 1 1ST 30 FROM CHANNEL ' ~ PLACED AT LEAST 1' i`
3 610 I ~ ~ - NEUSE zoNE i (NEXT Zo') / / - - , SITE BELOW STREAM ELEVATION ~
B I / BUFFER 2,335 j / N F 1 TO ALLOW FOR AQUATIC LIFE ~
TOTAL I I / ~ / / 5 945 ~ ~ GILBERT CURTIS MCCONNELL 1 - ~~W ~ PASSAGE. 1•`~,
ZONE 1 (1ST 30 FROM CHANNEL) I ~ / 3,464 , ! / D6.4949 PG. 410 ~ SS?, NEUSE ZONE 2 (NEXT 20') PIN.#1729.02-55-0069 ~ ' A9• r ~S . ~ ~~,1''- ?A ~ r i
C BUFFER 2,256 ZONED R-4 .oF 9• I 1 .t ~ - / gyp, ~ 1~,T f ~
5,740 TOTAL ~ I i ~ / / ~ ~ I, ~ ~
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16 926 SF 71 LF I j r/ ZONED R-4 ~ Q 59 ~ 0 ~ X07 ~ F ~j /
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~ BUFFER 2,833 ~ ~ ~ 32 I 9r \ ~ ~ ~ 2 i I /
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NEUSE zoNE'i CNEXr 20') A, 0 % / ~ ~ I ~ ~ ' K BUFFER 1,x2 ~ ~0 ~ !I N~ / \ ~ 1 ~ ~ ~ - SCALE 1 = 40 HOR. I ; ~ / STA. 14+36 L-4
~1 ~ ~ANL WAYNE LOWERY o5 ~ \ I i JJ 1 DB.4842 PG. 487 ~ 1 n, ; r i _ r -~-._-rv---__.__ y'~ ~ 1 = 4 VERT. CL ELEV. = 247.31
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M BUFFER 539 ~ ~ ~ 6 ~ \ ,r~ITV' IIRI~ 1,200 TOTAL ~ ~ ~ J ~ t 7 ~ ~ ~ 47 ) Y' / I i i ~ ~ ~ I I I i { I I I
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i ~ FALLS POINTE(5-85-2002) 1 OWNER/DEVELOPER:
. R~tEA~CI`~UNDER OONSi~R>9CTION ' ! Hp'.FR I t CU 1 + 4 1, JOHN WIELAND HOMES AND NEIGHBORHOODS
I k/ ~ ~ V..,i ~ 1 ~ Y 101-A QUAIL FIELDS COURT
/ /I ~ ~ ~a ~ N MORRISVILLE, NC 27560
I 1 ~ / sHEEr ~
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'48 41 W S88 - i S88'48 41 W 6 6,81 ~~I ~ I ~ I __.__._.MF...___....__..._
' ~ I ~ , / i~ ~ 3 A CLUSTER DEVELOPMENT I I
i PHASES 1,2,3&4 MB 1996 PG 1170 MB 19 7 1487 MB 1998 50 MB 1996_PO_104 1 NEUSE TWP. OWNER JOHN WIELAND HOMES
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1 - THQMP$ 4C ASSAC ATESWAKE CO. NORTH CAROLINA ZONED R-4 I
ix 1530%-*- K1t4Q$ RD i w HOLL ?IG' (1lC X7606 DATE 9/2/03 DRAWN MTH JOB NO, BL-LOWERY
ti PRELIMINARY REUMINARY DRAWINGS I l ~ i 190 50 1 YO 290 770!108
SUBMITTED f FA , 9.599143 DRAWING FL-IMPACT + I SCALE 1 loo SURVEYED 'UBMITTED FOR REVIEW 09
1 - NOT RELEASED f0 I a PIN 1729.04-54-9638 ELEASED fOR CONSTRUCTION REVISIONS
SCALE 1 . 1C0 1729.04-44-4861

CURB INLET SCHEpULE
STORM DRAINAGE SCHEDULE _8 CI#48 STA. 18+88 15.5' RT. L-5 SPREADER ALONG CONTOUR
I 1 STA. 19+50 15,5' LT. L-4 CI#14 STA. 19+32 18' LT. L-4 CI#23 STA. 15+60,32 18' lT, L-4 (SAG) IPE TYPE SIZE LENGTH INV, IN INV. OUT SLOPE .A. Q10 V10 C # CL = 244,59 L-4 (SAG) CI#35 STA. 11+27 13.0 RT. L NOTE; CONSTRUCT LEVEL CL = 287.72 CL = 260.45 WITH 0% SLOPE. PLACE MATTING. LEVEL SPREADERS
CL = 249.38 CL = 249.33 T..O.C. = 249.57 T,B,O,C. = 249,47 T,B.O,C. = 244.73 B T.B.O.C. = 287.96 T,B.O.C. - 260,64 TO BE CONSTRUCTED AFTER SILT BASINS ARE
INV. IN 15" RCP = 244.70 INV. IN 18" RCP = 240.20 INV. 1N 15" RCP = 282.00 REMOVEp AND DITCH LINES ARE STABLE. INV. OUT 15 RCP ~ 281.80 INV. OUT 15" RCP = 257,70 NEUSE RIVER
RCP 15" N14' 245.00 244.70 2,14% 0.38 ac. 1.12 cfs - INV, OUT 15" RCP = 245.00 INV. OUT 15" RCP = 244.50 INV. OUT 18" RCP = 240.00 C LEVEL SPREADER TO BE OUTSIDE
D RCP 15" N227' 294,00 277,20 7.40% 0.96 ac. 3,19 cfs - ' -3 CI 24 STA, 15+60.32 18' RT. L-4 (SAG) CI 49 STA. 20+00 15.5' RT. L-5 BUFFER AREA. L-4 (SAG) CI#36 STA. 12+00 13.0 RT. L-8 #
" N 2.16% 1.12 C. 3.74 CfS - CI#2 STA. 13+50 20.5' RT. L-3 CI#15 STA, 21+35 13.0 LT. L # E RCP 15 37 277,00 276.20 q „ CL = 298.93 CL = 243.57 CL = 244.59 CL = 283.88 CL = 260.45 T.B.O.C. = 260,64 NATURAL GROUND SLOPE 50' FROM T.B.O.C. = 284.12
F RCP 15 N87 276.00 268.20 8,97% 1.68 qc. 6.15 CfS - T.B,O.C. = 299,02 T.B.O.C. = 243,81 T.B.O.C. = 244.73 " INV. IN 15" RCP = 256.60 BANK OF STREAM (STREAM BUFFER INV. IN 15 RCP = 275.40
G RCP 15" N164' 268.00 254.20 8,41% 1,85 ac. 6.49 CfS - INV. IN 18" RCP = 237,20 INV. 1N 18" RCP = 239.40 " N 51.0 6,51% 2,20 pC, 7,23 CfS - INV. OUT 15" = 294.OQ INV. OUT 18" RCP = 237,00 INV. OUT 18 RCP = 239.20 H RCP 15 43 254.00 2 2 INV, OUT 15" RCP a 275.20 INV. OUT 15° RCP = 256,40
I RCP 15" N21' 251.00 250.20 3.$1% 3.15 qc. 9,34 cfs - ~ +04 13,0' RT. L-3 CI#25 STA, 10+5p 13.0' RT. L-14 CI 5D STA, 20+00 15.5' LT. L-5 _ 14 CI#37 STq. 13+14 13.0' RT. L-8 #
" N 47.20 6.51% 3.31 qC. 10,02 CfS - CI#3 STA, 15+74 20.5 RT. L-3 CI#16 STA, 22 J RCP 15 43 250,00 ~ CL = 280.56 CL = 236.57 CL = 277.65 CL = 272.42 CL = 260.45 FIBERGLASS = 272.66 T.B.O.C. = 260.64 MATTIN
K RCP 15" N59' 247,00 245.20 3.Q5% 3,43 pc. 10.35 cfs - T.B,o.c. = 260.65 T.B.O.C. = 236.81 T.B,O.C. = 277.89 T.B.O.C. _ _ _ _ _ _ ti0~ INV. IN 15" RCP (2) = 264.00 INV, IN 15" RCP = 256.20 0.6'
L RCP 15" N46' 2 7.00 245.20 3.91% 0,18 qc. 0.90 cfs - INV. IN t5" RCP = 277.20 „ „ 4 _ = INV. OUT 15" RCP = 232.00 INV. OUT 15 RCP = 274.00 INV, OUT 15" RCP a 263.80 INV. OUT 15 RCP = 256,00 MIN. 8.
M RCP 15 N97 2 5.00 241.20 3,92% 3.70 ac. 11.20 cfs INV, out t5 RcP 2n.oo 4 14 13.0' LT. L-8 CI#51 STA. 21+50 15.5' RT. L-5 t4 CI#38 STA. 13+ CL = 254.80 B~~Eo
N RCP 15" N52' 244.00 241,20 5.38% 0.75 qC. 2,50 CfS - CI 17 STA, 22+19 59,64' LT. L-3 SAG CI#26 STA. 10+50 13.0' LT. L-14 „ CI#4 STA, 15+68 20.5 LT. L-3 # ( ) CL = 272.42 T.B.O.C. = 254.99 8 MIN.
0 RCP 15 N31 2 4,50 244.20 0.97% 0.64 pc. 1,98 CfS - CL = 281.05 Cl = 234.77 CL = 277.65 „ 4 - _ T.B.O.C. = 272.66 INV, IN 15" RCP = 249.70
P RCP 18 N53 2 1.OQ 237.20 7.17% 4,48 pc, 13.07 cfs te.o.c. = 281.14 T.B.O.C. = 234,71 T,B.O.C. 2n.a9 „ 4 _ " " R P = 230,40 INV. IN 15" RCP 2 = 273.80 N 30.40 2.29% 0.11 ac. 0.56 cfs INV. IN 15 RCP = 276.20 INV. IN 18 RCP & 15 C " ( ) Q RCP 15 70 232.OQ 2 '0 INV. OUT 15" RCP = 249,50 INV. OUT 15" RCP = 266.00
" 1 .02 cfS - INV. OUT 15" RCP - 276.00 INV. OUT 18" RCP = 230.20 INV. OUT 18 RCP = 273.60 R RCP 18 N93 237.00 230.40 7.10% 4,51 qc. 3 4 15.5' LT. L-5 VARIES VARIES
S RCP 24° N24' 230,20 230.0 0.83% 4.84 c. 13,91 Cfs 6.54 f s 1 +60 15,5 LT. L-3 CI 18 STA. 19+82 15.5' LT. L-2 CI#47 STA. 11+25 13.0' LT. L-14 CI#5 STA, 6 # CL = 281.90 14 CI#39 STA. 14+05.24 End Cul-de-Sac L-8 CI#52 STA, 22t6 CL = 263.72 CL = 246.43
T RCP 15 N9 270,30 270.20 1.17% 0.19 qc. 0.75 cfs - CL = 273.37 CL = 274.15 T.B.o.c. = 264.22 r.e.o.c. = z4s.62 a TYPICAL SECTION OF LEVEL SPREADER
" N ' 1.11% 0.52 C, 1,61 cfs - T.B,O.C. = 273.56 T.B.O.C. = 274.34 T,B,O,C. = 282.14 U RCP 15 9 270.30 270.20 4 INV, IN 15" RCP (3) = 239.90 ~
" N ,70 2.80% 0.87 pC. 2,80 CfS - INV. IN 15" RCP = 268,20 " = INV. OUT 15" RCP = 278.00 V RCP 15 26 270.00 269 INV. OUT 15 RCP = 268.00 INV. OUT 15 RCP 270.30 INV. OUT 15" RCP = 260.00 INV, OUT 15 RCP = 239.70 ;
W RCP 15" N18' 269.50 269,20 1.67% 1.00 qc. 3.41 cfs - „ , 19+56 15.5' LT. L-2 CI#27 STA. 18+18 15.5' LT. L-2 ' RT. L-5 L_2 CI#40 STA. 13+89 29.32 RT. L-8 CI#53 STA. 22+64 15,5 = 46.43
X RCP 15 N86 269.00 264.20 5.58% 1.01 qc. 3,43 cfs - c1;µ6 sTA. to+2s 15,5' LT. L-3 CI#19 STA. CL = 258.56 CL = 274.15 CL = 280.25 CL = 260.96 CL 2 NATURAL GROUND = 46.62 T.B.O.C. = 261,46 T.B.O.C. 2
Y RCP 15" N222 264,00 243.20 9.37% 1.05 qc. 3.43 cfs - T.B.o.C. = 258.75 T.B.O.C. = 274.34 T.B,O.C. = 280.44 X3,20 INV. IN 15" RCP (2) = 256.70 INV, OUT 15" RCP = 242.00 0
15" N89' 2 3.0 240,70 2,58% 1,93 ac. 5.47 CfS - INV. IN 15" RCP = 254,20 INV, IN 15" & 18" RCP = 273.20 Z RCP 4 0 „ _ INV. OUT 15" RCP = 254.00 INV. OUT t5" RCP = 270.30 INV. OUT 24 RCP = 273.00 INV. OUT 15 RCP = 256.50 b - ~ { I li I
Al RCP 18 N38 240.50 240,20 0,79% 2.68 qc, 7.12 cfs 3 CI#54 STA. 23+44 15.5' LT. L 5 I _ ~ I } i l c N L 2 # _ f i{ ~ I
N 39. . ' LT. L-9 CI 56 STA. 19+69.46 15,5' LT. L-2 (SAG) CI#28 STA. 17+00 15.5' LT. L-2 " 40 1.94% 2.83 pc. 7,78 cfs - B1 RCP 18 31 240.00 2 CI#7 STA. 10+48 13 0 # CL - 255.41 ~ i ~ ~ ~ ; M GRATE ELEV. = 260.00 .C. = 244.70 T.B.O I { ; ' ~ ~ I
RCP 18" N24' 239,20 239.00 0,83% 2,98 pc. 8,34 cfs 6.17 fps CL = 255.79 CL = 274.10 CL = 288.39 C1 T.B,O.C. = 256.05 T.B.O,C. = 274.29 T,B.O.C. = 288.58 j ~ l I N " p = 252.00 INV. IN 15" RCP = 240.50 I ~ j ~ ; I I ~ I { , i, INV. IN 15 RC INV. OUT 15" RCP = 240.30
" N 0. 5% 0,50 pC, 1,70 CfS - INV. IN 15" RCP = 251.20 INV, IN 15" RCP (2) = 270.20 INV. IN 15" RCP = 283.00 D1 RCP 15 21 274.00 273.x0 9 { ~ i i p INV. OUT 15 RCP = 251,80
" N 0,89% 2.51 C. 7,05 Cfs - INV. OUT 15" RCP = 251.00 INV. OUT 15" RCP = 270.00 INV, OUT 15' RCP = 282.80 E1 RCP 18 45 273.60 273.20 q s i l 155 STA. 23+44 15.5 RT. L-5 ~ ! ~ I I ~ ~ I I I
F1 RCP 15" N112' 2$2.80 273.20 8,57% 1,54 qc, 4.22 CfS - ~ .19+69,46 15.5' RT. L-2 SAG CI#29 STA. 15+50 15,5.' LT. L-2 „ _ CI#8 STA. 10+48 13.0 RT. L-9 CI#20 STA ( ) 20 15.5 LT. L-4 C# I ~ I I ~ i t L-2 CI#41 STA, 11+ - .41 ~ ~ CL - 255 ~ I i I I I I CL = 263,07 = 44.70
G1 RCP 15 N146 293A0 283.00 6.85% 0.63 pc. 1.86 cfs cL = 298,73 „ _ CL = 255.79 CL = 274.10 _ T.B.O.C. 2 ~ I I 1 I T,B.O,C. - 263.26 I I ! ~ ~
H1 RCP 24 N28 273,00 272.40 2.14% 4.53 qc. 12,05 cfs T.B,O.C, = 256.05 T.B.O.C. = 274.26 T.BA.C. = 298,92 INV. OUT 15" RCP = 259.50 INV. OUT t5" RCP = 240.70
11 RCP 24" N40' 272,20 268.20 10.00% 4,64 pc. 12.46 CfS - INV. IN 15" RCP = 250,20 INV. IN 15" RCP = 269.70 " N 62.0 5.36% 4.67 pC, 12.46 CfS - INV. OUT 15" RCP = 250.0 INV. OUT 15" RCP = 269.50 INV, OUT 15" RCP = 293.00 J1 RCP 24 ~ 108 268.00 2 2 _
K1 RCP 24 N27 262.00 260.~i0 5,17% 4.94 qc, 12.87 cfs , ' YI 1 STA. 19+89 25 RT. L-2 CI#30 STA, 18+28 15,5' RT. L-2 AIURAI GROUND L-2 CI#42 STA. 17+92 15.5 RT. L-5 N
P 24" N34' 280.40 259.00 4.12% 5.07 qc. 13,37 cfs 8.26 fp CI#9 STA. 19+17 15.5 LT, L-3 # CL = 279.56 L1 RC CL = 262.70 ~ O.~O' T,B.O.C. = 262.89
" c. 2,94 cfs - CL = 252,50 CL = 274,21 A2 RCP 15 N67 278,00 273.80 6.27% 1.02 q T.B.O,C. = 252,69 GRATE ELEV. = 274,60 T.B.O.C. = 279.75 INV. IN 15" RCP = 258.20
„ _ INV. IN 15" RCP = 247.20 INV. IN 15" RCP = 269.20 INV. IN 24" RCP = 272.40 M1 RCP 15 N77 2$7,0Q 282,Q0 6,50% 0,15 qC. 0,78 CfS INV. OUT 15" RCP = 247,00 INV. OUT 15" RCP = 269.20 INV, OUT 24" RCP = 272.20 I INV. OUT 15" RCP ~ 258,00
N1 RCP 15" N112' 281,80 X75.40 5,71% 0,56 ac, 1.80 cfs - ~ PLAN VIEW OF LEVEL SPREADER L-11 CI#43 STA. 18+18 15.5 LT. L-5
" fs - CI 10 STA. 19+79 15,5' LT. L-3 YI 2 Intx. Lots 30, 31 & 32 CI#31 STA, 10+46 13.0' RT. L-11 01 RCP 15 N112 275,20 264.00 10.00% 1.07 qc. 3.53 c ~ # CL = 262.35
" N 9.55% 0.16 C. 0,92 cfs - CL = 250.06 CL = n/a CL = 275.06 P1 RCP 15 21 266.00 264,00 q „ T.B.O.C. = 250,25 GRATE ELEV. = 270,00 T.B,O.C, = 275.30 T.B.O.C. = 262.54 INV, IN 15" RCP = 257.80 ER SCHEDULE
Q1 RCP 15 N74 283.80 256.70 9.59% 1.87 qc. 5.85 cfs - „ INV. IN 15" RCP (2) = 245.20 INV. IN 15" RCP = 264.20 INV. IN 24" RCP = 268.20 UT 15 RCP = 257.so LEVEL SPREAD INV. 0
R1 RCP 15 N33 260,00 256.70 10,00% 0,18 qc, 1,13 cfS - INV. OUT 15" RCP = 245,00 INV. OUT 15" RCP = 264,00 INV, OUT 24" RCP = 268.00 S1 RCP 15" N53' 256,50 252.00 8.49% 2.32 ac. 7.51 cfs -
T1 RCP 15" N85' 251.80 245.00 8.00% 2,33 qc, 7.41 cfS 10.15 fps CI 11 STA. 19+39 15.5' RT. L-3 CI#21 STA, 16+88.64 18' LT. L-4 CI#32 STA, 11+54 26.40' RT. L-11 i. L-11 CI#44 STA. 12+07 15,5' LT. L-4 SIGN ENTRANCE DEPTH END WIDTH LENGTH = LEVEL DE ft, ft.) CL 260.93 ADER FLOW cfs WIDTH (cfs) (ft.) ( )
# CL = 261.39 " N 2.90% 0.09 C. 0,38 CfS - CL = 251.48 CL = 247,28 U1 RCP 15 45 259,50 258.20 q - T,B.p,C. = 247,42 T.B,O.C. = 267.89 SPRE ( ) T.B.O.C. = 261.12
" % 0.76 c. 2.33 cfs - T,B.O.C. - 251.67 " = 43,20 INV. IN 24" RCP = 262.20 V1 RCP 15 N36 258.00 257,80 0,56 o q INV. IN 15 RCP 2 " RCP = 256.50 _ _10 10 0,5 3 13'/CFS INV. IN 15 " #1 #6 0 ~ INV. OUT 15 RCP = 256.30
W1 RCP 15" N34' 257.60 256.50 3.24% 0.88 ac. 2,98 cfs - INV, OUT 15" RCP = 247.00 INV. OUT 15" RCP = 243.00 INV. OUT 24" RCP = 262.00
X1 RCP 15" N150' 256.30 247.20 6.07% 0,91 qc. 3.14 cfs - N ' 46.40 1.94% 1.00 QC. 3.46 Cfs - CI 12 STA. 20+79 13,0' LT. L-3 CI#22 STA. 16+00 18' LT, L-4 CI#33 STA, 11+66,31 End Cul-de-Sac L-11 ul-de-Sac L-11 CI#45 STA. 13+55 15.5' LT. L-4
Y1 RCP 15„ 31, 247,00 2 # a = 265.92 CL = 252.00 T.B.O.C. = 252.19
Z1 RCP 15 N25 246.20 246,00 0,80% 1.10 qc. 3,88 cfs 4,89 f s cL = 247.30 cL 244.86 6.4 T.B.O.C. = 247.49 T.B.O.C. = 245.00 T.BA.C. = 26 2 INV, IN 15" RCP = 247.20
82 RCP 15" N108' 257,70 256,60 1.02% 0.23 aC. 1.10 CfS - INV. IN 15" RCP (2) = 241.20 INV, IN 15" RCP = 240.70 INV. IN 24" RCP = 260.60 RCP 15 26 25 0 INV. OUT 18" RCP = 241.00 INV. OUT 18" RCP = 240.50 INV. OUT 24 RCP = " N 6.4 256,20 OJ7% 0.40 ac. 1.63 cfs - 260.40 p INV, OUT 15" RCP = 247.00
C2 D2 RCP 15" N149' 256,00 249.70 4.23 0.49 ac. 2.10 cfs - L_g CI#46 STA. 13+55 t 5.5' RT. L-4
" 4% 0.63 oc. 2.51 CfS - CI 13 STA. 19+32 18' RT, L-4 CI#34 STA, i0+48 13.0' RT, L-8 E2 RCP 15 N115 249,50 239.90 8.3 # CL = 291.39 CL = 252.00
F2 RCP 15" ~26' 242.00 239.90 8.08% 0.15 ac. 0.81 cfs - cL = 249.33 „ _ T.B.O.C. = 249.47 T,B,O,C, = 291.63 T.B.O.C. = 252.19 INV. IN 15" RCP = 246.40
G2 RCP 15 N26 240.7Q 240.50 0,77% 0.05 oc, 0.25 cfs INV. IN 15" RCP = 244.20 D INV, OUT 15" RCP = 246.20
" N ,3 239.90 0.51% 0.10 ac, 0,53 cfs - INV, ouT 15" RCP = 287.00 H2 RCP 15 77 240 Q INV. OUT 15" RCP = 244.00
12 RCP 15" N48' 239.70 238.00 3,54% 0.94 qc. 3,92 cfs 6.63 fps
STORMWATER MANAGEMENT FOR STROMWATER RELE4SE POINTS
FOR THE 2 YEAR 5 MINUTE STORM EVENT USING THE
RATIONAL METHOD: Q~ C x l A 2 2X ENERGY DISSIPATOR SCHEDULE g 10 11
1 2 3 4 5 6 7 8 9
V10 a W D50 STO E MIN. LINING APR N _ FLOW TO BE REQUIRED 4 STORAGE EFFEC' DISSIPATOR OUTLET MATERIAL RELEASE POINT DRAINAGE RUN OFF INTENSITY FLOW Q~ Oz at ~~c EFFECTIVE Q MAX. ALLOWABLE Ospo~~ SIZE OF HOLE IN STEEL PLATES STORAGE CF OUTFLOW (CFS) ®END OF DETENTION PIPES (IN)
NUMBER PIPE (FPS) (FT•) (FT.) SIZE (IN.) THICK. (IN,) AREA AC. COEFFICIENT IN/HR) (CFS) DETAINED (CFS) STORAGE (CF) DEVICE STORA6 PIPE # ( ) ( '00 L.F. 3,180 7.28 (2) 13,50 INCH DIAMETER HOLE
S 4,84 0.62 5,76 17.28 10,00 3,000 (2) 54" CMP ®100 L.F. 3,1! - 9,96 -
Ct 2,98 0.58 5,76 9.96 - - - 140 L.F. 3,520 4.92 (2) 8 INCH DIAMETER HOLE
6 18 CLASS 'B' STONE L1 5.07 0.55 5.76 16,06 11.14 3,342 (2) 4B" CMP ®140 L.F, 3,5 D3 S 6.54 9 14 - 7.92 -
D4 C1 6.00 6 5 3 12 CLASS 'A' STONE Tt 2.33 0.59 5.76 7.92 - - - - 3.99 -
1 8,26 12 12 6 18 CLASS 'B' STONE Z1 1.10 0,63 5.76 3,99 - - - D5 L _ - 3.90 -
1 .06 8 4 6 1 S CLASS 'B' STONE I2 0,94 0.72 5,76 3.90 - - D6 T1 0 TOTAL 37.97 CFS
4.89 5 4 3 12 CLASS 'A' STONE TOTAL 59.11 CFS 21.14 CFS D7 Z1
12 6,63 8 4 6 18 CLASS 'B' STONE
DB
USE SPECIFIED STONE FOR EROSION CONTROL _ T THE ounETs 1. RUN OFF STORMWATER WILL ONLY BE DETAINED A
PLACE DISSIPATOR AS PER DETAIL SHOWN ON OF PIPES S AND L1. 5. AT THE OUTLET OF PIPE Lt A DOUBLE WIDE A DOUBLE WIDE YARD INLET WILL BE 'S WILL RUN PARALLEL OUT OF THIS
EROSION CONTROL DETAIL SHEET WITH REQUIRED UNDERLINER PIPE S A DOUBLE IDE YARD INLET WILL BE INSTALLED. THE (2) 48" CMP'S WILL RUN PAI 2. AT THE OUTLET OF W YARD INLET INSIDE A 20' DRAINAGE EASEMEt, 41NAGE EASEMENT. AT THE OUTLET,
INSTALLED. THE (2) 54 CMP S WILL RUN PARALLEL OUT OF THIS EACH OF THE 48" PIPES HAS A STEEL RESTF YARD INLET INSIDE A 20' DRAINAGE EASEMENT. AT THE OUTLET, WITH A 8.00 INCH DIAMETER HOLE TO ENSUR A STEEL RESTRICTOR COVER PLATE
EACH OF THE 54" PIPES HAS A STEEL RESTRICTOR COVER PLATE ALLOWABLE RELEASE RATE OF (2 x 2.46 cfs' HOLE TO ENSURE A MAXIMUM F (2 x 2.46 cfs) = 4.92 cfs.
SEDIMENT BASIN SCHEDULE WITH A 13,50 INCH DIAMETER HOLE TO ENSURE A MAXIMUM UTILITY INSTALLATIONS AND OTHER PUBLI NDICAP
ALLOWABLE RELEASE RATE OF (2 x 3,64 cfs = 7,28 cfs, 6. THE REQUIRED STORAGE CAPACITY FOR THE I 4CITY FOR THE PIPES FOR THE 2 YEAR FACILITIES, INCLUDING SIDEWALKS AND HA ILATED AS FOLLOWS: RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
EN TH WIDTH DEPTH EFFECTIVE PA TTY F R THE PIPES FOR THE 2 YEAR 5 MINUTE STORM WERE CALCULATED AS FOLLI SEDIMENT DRAINAGE WEIR LENGTH L G 3, THE REQUIRED STORAGE CA C 0 /sac = 3,342 cf AS SPECIFIED BY CITY CODE, THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIG E
IN N0. AREA AC. FT. FT. FT.) (FT.) STORAGE (CF) 5 MINUTE STORM WERE CALCULATED AS FOLLOWS: 11.14 cfs x 5 min. x 60 min./sac = 3,342 c BAS ( ) ( ) ( ) ( 10 cfs x 5 min. x 60 min./sec = 3,000 cf LATED AS AND SHALL BE SO INSTALLED UNLESS A CHAICG ! THE OUTFLOW WAS CALCU
1 5,31 12 70 35 5 9,800 7. THE REQUIRED DIAMETER FOR THE OUTFLOW 4. THE REQUIRED DIAMETER FOR THE OUTFLOW WAS CALCULATED AS FOLLOWS: IS AUTHORIZED BY WRITTEN APPROVAL. PURL ORDED 3 SANITARY SEWER EASEMENTS ARE TO BE REC
2 3,89 10 30 60 5 7,200 FOLLOWS; 0 ~8 PRIOR TO FINAL ACCEPTANCE. D= 16 x O x n SIGNATURE:
3/g REQUIRED PIPE DIAMETER: D = 16 x - 3 7.05 16 40 80 5 12,800 REQUIRED PIPE DIAMETER; D = 16 x 0 x n y
14 5 1 568 3~ CHIEF ENGINEER ~ 2.46cfsx0.013 8
4 o.ao 10 28 3 2, /e D=1sx - D = 16 x 0.04 DIR. OF PUBLIC UTILITIES
5 2.68 10 50 25 5 5,000 D = 16 x 3,64 cfs x 0,013 TRAFFIC ENGINEER
18 5 2 592 0.005 6 1.36 10 36 , D = 8,05 In. D = 8.05 In. USE 8.00 in.
7 1.02 10 30 16 5 1,920 D = 13.76 In. USE 13.50 In. CONSERVATION ENGINEER -
RIP-RAP FILTER BASIN TYPE WITH BAFFLES, STEEL PLATE 0 END STEEL PLATE 0 END
CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED OF 54" CMP'S OF 48" CMP'S 2 OWNER/DEVELOPER:
INSPECT BASINS AFTER EACH RAINFALL EVENT Q Q Q ~ c,`~ DEPTH INCLUDES 1 FOOT FREE BOARD, v +o IELAND HOMES AND NEIGHBORHOODS JOHN W
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED a ~ a~ 101-A QUAIL FIELDS COURT
h h ma TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO m m ~ NC 27560 MORRISVILLE, SHEET 3
LEAVING THE CONSTRUCTION SITE. r + r
SEE EROSION CONTROL DETAIL SHEET 9, HEDULE5 FOR DRAINAGE SC
m m m
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TWP. OWNER; JOHN WIELAND HOMES NEUSE
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OLL S G9';"AIC 7606 DATE 01/15/2004 DRAWN RIS H
t9 X77"DRAWING FL-ECP FAX °914) 869-2143 SCALE 1 = 60 SURVEYED
PRELIM/NARY DRAWING PIN 1729.04-54-9638
DO NOT USE FOR CONSTRUCTION REVISIONS 1729.04-44-4861

PROPOSED ROAD CROSSING 1 ~ ,
I t ~ N \ \ N /F
- i i TOTAL IMPACT- 11,747 SF 149 LF ~ i i~ ARVIL WAYNE LOWERY
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~ ~ 4y A~(~ I EX. 55 PUBLIC R W r---~-~._
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CURkEN1`LY UNDER CONS CTION ~~'~`"R I OWNER/DEVELOPER;
/ ~ aR'~ - JOHN WIELAND HOMES AND NEIGHBORHOODS
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:L n THOMP FATES WAKE CO. NORTH CAROLINA ZONED R-4
\ X 153'1 I RD Iw DATE 9/2/03 DRAWN MTH JOB NO. BL-LOWERY
HOLLY S, G C 7606
PREUMINARY DRS IMINARY DRAWINGS 190 50 1 ?0 290 Ovs) 7, a ! - - FW(019) 9r 143 SCALE 1„ 100 SURVEYED DRAWING FL-IMPACT FITTED FOR REVIEW
\ - - SUBMITTED FOR \ - NOT RELEASED FOR C I, PIN 1729.04-54-9638 ISED FOR CONSTRUCTION REVISIONS
SCALE 1"- 100' 1729.04-44-4861

/
~ / PLACEMENT OF FILL I~ATER~AL I~ ALL ROA_•_DWA S
N/F i? ~ NpTE: TRIAL SMALL BE FREE FROM CONSTRUCTION - PLAN SHALL COMPLY WITH ALL CITY OF RALEIGH STORM WATER FILL MA E
GILBERT CURTIS MCCONNELL i" / i ALL CCNSTRUC~ION dt M / D8.4949 PG. 410 ~ IN STRICT ACCORDANCE RUO~ION dt MATERIALS SHALL" B REGULATIONS FOR QUALITY AND QUANT1n• MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
Q PIN.#1729.02-55-0069 ACCORDANCE WITH AFL RITY OF -SITE STRUCTURES FOR WATER QUANTITY SHALL BE DESIGNEp TO MEET MATTER OR UNSTABLE MATERIAL. FOR THE TOp TWO
/ 0 ZONED R-4 / RALEIGH STANQARaS, $F . S PECIFlC TIONS ND RE IREMENTS FOR RUN-OFF SUCH THAT THE Q2 PRE AND POST FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL ~ANgARD , S A , A Qu HAL BE THE SAM . SHALL BE USED WEIGHING LESS THAN 10p POUNDS PER DEVELOPMENTS L E
I ~ / ~ DETAILS. \ . ; ' TH RE UIREMENTS CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL - SITE BMP S FQR WATER QUALITY SHALL MEET E Q SHALL BE FREE FROM STONES GREATER THAN 4 INCHES,
I I / \ / FOR BEST MANAGEMENT PRACTICES, UNLESS THE OWNER DECIDES TO PAY FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12" A ONE-TIME OFFSET PAYMENT TO BRING THE NITROGEN DOWN TO THE OF SUBBASE, AND THE EN¶RE BASE COURSE SHALL BE
~ \ , ALLQWABLE LOADING. COMPACTED TO A DENSITY OF 100 MAXIMUM STANDARD
~ \ \ NOTE: NOTE: BOUNDARY IN ORMAl10N FROM A - PRIQR TO ISSUANCE OF GRADING PERMIT, COMPLETE DESIGN OF PROCTOR DRY DENSITY AS DETERMINED BY AgSHTO METHOD
~ / ~ SURV~1 N F \ / / 0 / Q i TOPO 1 SURVEY PREPARED BY THIS OFFICE. STORM WATER SYSTEM AND BMP'S (IF ANY) SHALL BE SUBMITTED T99. FOR THAT PORTION OF FILL UNDER ROADWAYS ANA TOPO TAKEN FRpM WAKE CO. G.LS., FOR APPROVAL. EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF
GILBERj CURTIS MCCONNELL Q ~ / / QONTQI pONTQUR INTERVAL IS 5 FEET, AND FROM A CURB, COMPACT TO A DENSITY OF NO LESS THAN 95%
0 \ DB.4949 PG. 410 GG I N I v PIN. 1729.02-55-0069 / 7 ~ $URVFI / # SURVEY PREPARED BY THIS OFFICE, OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
Q ONT l ZONED R-4 i I J ONT UR INTER ALL IS 1 FOOT DETERMINED BY AASHTO METHOD T99. FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS OF
`V / ~ ti . Q o ~ ~ ~ ~ ~ ~ ~i UNCOMPACTED SOIL. OTHER FILL MATERIAL SHALL BE COMPACTED TO A
J / 0 S r / \ ~ ~ 59 58 STA. 20+ 4.18 L-4 DENSITY OF NO LESS THAN 90~ OF THE MAXIMUM 6
~0 \ '1 i ~ / ~ 1. D, F R ADWAY STANDARD PROCTOR DRY DENSITY AS DETERMINED END 0 0 BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL
\ P o / / ~ 4. ~ / o IMPRpVEM~NTS FOR N/F BE PLACED IN LIFTS OF 12" OR LESS OF UNCOMPACTED PHASE 1 ARVIL WAYNE LOWERY SOIL,
~ \ •R I I \ ~ ~ sF qN 0 08.3290 PG. 179
W O ~ \ /rq PIN.~1729.02-55-2006
I I v RF r ~ EX. r / NSF j ZONED R-4
/ Q CEMETERY / '~F J^ \ / tir , ~C k 1' + ~ OIES o ERO~oN +rONrna H N
Z / W ~ 1 O / ; 57 ~ ~ NT ALL pITY OF RALEIGH EROSION CONTROL ORDINANCES SHALL 1 20 SANITARY SEWER EASEME
~ 60 ~ ~ 20 PROTECTIVE YARD cv ~ BE CONFORMED TO DURING CONSTRUCTION. ALL pRAINAGE STRUCTURES ANO PIPES SHALL CONFORM
jr / I+ ~ ~ ~a• 5' TO THE STANDARDS AND SPECIFICATIONS OF THE o ~N ~ ~ CI OF RALE GH.
, c 50x41 x6 GRAVEL ~ Q ~ , p _ / TY I ~ 54 PLACEMENT, LOCATION AND QUANTITY OF EROSION CONTROL
CONS1Rl1CTI0N x/? ~ .{PQ. ' ~ DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER
~ ` ~ ~ ~ ~ R TO EXISTING FIELD CONDITIONS IF APPROVED BY CONFO M THE ENVIRONMENTAL INSPECTOR OF THE CITY OF RALEIGH.
P~'~ FP i g, / ~ ~ ~ = ti.~ of o I ' ; ~ r ~ ~ NTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR ' 55 D BLE DE CO
( //x COQ 0~ a io ~ a Y D INL T TO THE START OF CONSTRUCTION. a CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
00 .5 Q ~ s e / ~yo o 56 ~ UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO THE START
i ~ i~bJ3s. h 61 + GI 3 OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE • RELOCATION OF ANY UTILITY CONFLICTS WITH THE APPROPRIATE
~ F 3 a ~ F 62 ~o , 0 U V ~ ~7~ ~ ~ ~t ~ \ , , UTILITY AUTHORITY.
x ~ ~ ~ ~ ~ ~ ~ o \ ~ TOPOGRAPHIC INFORMATION SHOWN IS FROM A CITY OF RALEIGH ~ tl• ~ F ~ TOPO MAP.
\ ~ d ~ f o~ 1 I ~ G, b 1 o~ 1 ~ i 1 ~ ! ~ • OPEN ~ ~I '
SPACE
I / ~ P• SLOPE J ~ w EAST; NT / - ~ ~ 20+QO xp0 g + 20~ STR II -3 ~1+b~~- _ 22 ~ 20+QO ~^q~1 ~ ~~33'~ I ~ 1.43 AC
--~-~~-~~~--3 • . ~ ERMIT FROM THE CITY OF RALEIGH. 1. OBTAIN GRADING P
_ 0 •a _ q I v ~ ~ 0 ~ / ~ q _ - 18+0 I / 2. CONTACT CITY OF RALEIGH ENVIRONMENTAL INSPECTOR FOR A
4121 _ _ ~ ~ i _ 17+00 N 82'3515• ~ PRE-CONSTRUCTION MEETING. ~ 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILIT1ES, ECT.)
53 ~ 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED.
p 14 E e,sl ~ 15+00 16 ~ 1-"`- ~ 0 1 CONTACT CITY OF RALEIGH FOR AN INSPECTION o AND OBTAIN A CERTIFICATE OF COMPLIANCE.
52 5, BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION.
- N - 6, INSTALL ADDITIONAL EROSION CONTROL DEVICES SILT FENCE, ^ DIVERSION DITCHES, CHECK DAM, ECT.)
~ - i 34 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION.
~1 I 33 pT A J B. INSTALL GRAVEL pONUTS AS NEEDED. T 1),A ~ 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION.
- 4 1 32 ~ 1T ~ +61 / i j 61.9 51 ~ SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION. S
~ ' 3 LOW POINT SEE EROSION CONTROL DETAIL SHEET FOR INFORMA110N AND
" f+ 2 q/18 o , STA. 23+47.47 L-5 DETAILS ON EROSION CONTROL DEVICES, SEEDING SCHEDULE,
~ N ~ 1 20' ORAINAG AL sTRUCnaN / s®eED PREPARA11oN ANO AoanoN CoN ' . SEQUENCE INFORMA110N.
E EASEMENT / q~6 ~ ~ + I ~ ~ STA. 23+47.10 L-5
NSF ! ~ + ~ ARVIL WAYNE LOWERY ~ ~ ~ C) END OF ROADWAY
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X I BORHOODS - ~ JOHN WIELAND HOMES AND NEIGH k ~
-SILT FENCE ~ ~ X LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE J 1 1-A UAIL FIELDS COURT ~l + W ~l 0 Q
Q GRAVEL DONUT PIPES AND EROSION CONTROL DEVICES MAY VARY • Q • ~ + MORRISVILLE, NC 27560 ~ SHEET 2
TO BETTER CONFORM TO FIELD CONDITIONS. LIMITS OF ~ 41 J
~ CONSTRUCTION ~ f = PERCENTAGE IMPERVIOUS AREA= 15.03 G PLAN CONTROL & GRADIN EROSION
k / J ~ DENUDED
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FENCE NOTE, ~ Borrow/Spoils Area) = 1e,35 ac. R DEVELOPMENT A CLUSTE
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yy ` • DIVERSION DITCH OF THE CITY OF RALEIGH AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. I , 11 / Bt ed. Eosins = 1.64 AC. NEUSE TWP, OWNER JOHN WIELAND HOMES
2 / CONTRACTOR SHALL VERIFY EXISTING CONDIT70NS PRIOR TO CONSTRUCTION. Q = s Offsite Sewer Constr. 0.00 AC.
CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND OF ALL -4 'A CIATES WAKE CO. NORTH CAROLINA ZONED R 1HOMP
EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE IF NECESSARY STA. 16+07.58 L-5 TOTAL DENUDED AREA = 19.99 AC. r y f*IN RD 153 HOLD` 5 G_ -LOWERY
60 30 60 1 D THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. ~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO U BEGIN OF ROADWAY HOLLI S f#_b1G IyCI 7606 DATE 01/15/2004 DRAWN RIS JOB NO. BL IMPROVEMENTS FOR 77b08
COMMENCEMENT OF CONSTRUCTION. PRELIMINARY DRAWING • O f~ PHASE 1 FAX 010, $~6w~143 SCALE 1 a 60 SURVEYED DRAWING FL-ECP
SCALE 1 60 CONTRACTOR SHALL OBTAIN A COPY OF THE CITY OF RALEIGH STANDARDS DO NOT USE FOR CONSTRUCTION " TOTAL DENUDED AREA = 19.99 Acres I 1,I I- - N 1729,04-54-9638
AND SPECIFICATIONS TO USE AND REFER TO DURING CONSTRUCTION. REVISIONS PI 1729,04-44-4861

IN 1 NO GRADING WILL BE ALLO'~NED IN
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/ I '7h'~~• , i ~ 4 ~ , Y~' ~ ~ JOHN WIELAND HOMES AND NEIGHBORHOODS 101-A QUAIL FIELDS COURT
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SCALE 111 1 REVISIONS 00 1729,04-44-4861