20001218 Ver 1_Complete File_20001027

.^3 r ?
Mr. Gray Methven
Pulte Homes Corporation
401 Harrison Oaks Blvd.
Suite 250
Cary, North Carolina 27513
DIVISION OF WATER QUALITY
Subject: DWQ #;
County:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIPT
November 27, 2000
001218
Wake
The Wetlands Restoration Program has received a check in the amount
of $ 58,375.00 check number 0000009322 as payment for the compensatory
mitigation requirements of the 401 Water Quality Certification issued for the
subject project. This receipt serves as notification that the compensatory
mitigation requirements for this project have been satisfied. Please note that
you must also comply with all other conditions of this certification and any other
state, federal or local government permits or authorization associated with this
activity.
The NCWRP, by acceptance of this payment, acknowledges that the
NCWRP is responsible for the compensatory mitigation requirements
associated with DWQ #001218 and agrees to provide the compensatory
mitigation as specified in the 401 Water Quality Certification. As specified, the
NCWRP will restore 467 linear feet of stream in basin/subbasin 030605.
If you have any questions concerning this matter, please contact Ron Ferrell
at [phone].
Sincerely,
Ronald E. Ferrell
Program Manager
REF/cvb
cc: Matthew Stetter (F&R)
Rob Ridings ¦?
File WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1 6 1 9
website: h2o.enr.state. nc.us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
APR-25-2001 09:42 FROM:WAKE CO. ENV HEALTH 9199567407 TO:97339959 P.001/002
WAKE COUNTY
Department of Environmental Services
Erosion, Flood and Stormwater Services
[phone] FAX: [phone] PO Box 550, Raleigh, NC 27602
Pultc Home Corporation
401 Harrison Oaks Blvd_ Suite 250
Cary, N.C. 27513
Phone #: [phone]
Fax #: [phone]
ATTN: Pultc Home Corporation
RE: Letter of. Approval, April 24, 2001
Project Name: Phase 1 Breckenridge Tract 8 Submitted By: Priest Craven Associates, Inc
Project #: 01-04-12 3803-B Corn tar Dive Suite 104
Date Received: 04/16/01 Raleigh, N.C. 27609
Date Processing Initiated: 04/17/01 Phone #. [phone] Fax 0: 919/782-1288
Disturbed Acres: 12.20 Submittal Revision
Plan Review Fee: $2500.00
Land Disturbance Fee: $2500.00 Watershed:: Neese River Basin-1, 03-04-01
Dear Pulte Home Corporation:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to be
acceptable and hereby issue this letter or approval. If any modifications, performance reservations, or
recommendation are applicable, a flat is enclosed and is incorporated as a part of this letter of approval. If any
modifications are not incorporated into the plan and implemented in the field, the site will be in violation of the
Erosion and Sedimentation Control Ordinance of Wake County. In addition, it should be noted that this plan
approval shall expire two (2) years following the date of approval in accordance with Permits, Section 5(2) of the
Ordinance, if no land-disturbing activity has been undertaken.
Plan Approval is limited to consImctiov, maintenance and stabilization of both temporary and permanent
sedimentation and erosion control devices only. For projects located within the jurisdictional area of Morrisville,
Wake County Erosion, Flood and Stormwatcr Section is not responsible for subject approvals of other Local, State
or Federal Agencies. The subject approvals are (but not limited to) Federal Emergency Management Area Flood
regulations/requirements, Division of Water Quality under stonnwater or other water quality
regulations/rcquiromcnts, U.S. Army Corps of Engineers tinder Article 404 (Wetlands) jarisdiction/requirerncnts,
and/or any Vederal, State, County and Local municipal regulations or permit requirements. The approval. Issued in
this letter cannot supersede any other required permit or approval.
Performance Reservations Are:
1. A pre-construction conference with a representative of Wake County Environmental Services, the owner, and the
contractor is required prior to any land disturbing activity for this project. Tho Land Disturbing Permit for this
project shall not be released until the pre-construction conference is held,
To protect and Improve the quality of Wake Countys environment and ensure a healthy future
for Its citizens through cooperation, education, management and enforcement
- Printed on Reeyolod Paper -
APR-25-2001 09:42 FROM:WAKE CO. ENV HEALTH 9198567407 TO:97339959 P.002/002

Since this project disturbs five or more acres, one such approval relates to the Stornnvater that will
discharge $om your project. This runoff is permitted pursuant to the National Pollutant Discharge Elimination
System (NPDES) administered in North Carolina by the Division of Water Quality (DWQ). Attached is the General
Stormwater NPDES Permit, N0301000, as revised July 1, 1995, covering your activity. You are responsible for
complying with the General Permit requirements and are subject to en£orcc[ncnt by DWQ for any violations of the
General Permit.
Wake County's sedimentation pollution control program is performance oriented, requiring protection of
the natural. resources and aQjoiniag properties. If at any time during this project it is determined that the Erosion and
Sedimentation Control Plan is inadequate to meet the requirements of the Erosion and Sedimentation Control
Ordinance of Wake County , this office may require revisions in the plan and its implementation to ensure
compliance with the Ordinance. Also, please consider this letter as notice in accordance with, the requirements for
Approval of Plans, Section 4(8), this office may require revisions in the plan and its implementation to ensure
compliance with the Ordinance.
Please note that this approval is based in part on the accuracy of the information provided concerning
Snmucial responsibility. You are requested to file an amended Financial Responsibility Form if any changes become
necessary.
Your cooperation is appreciated and we look forward to working with you on this project. If there are any
questions, please do not hesitate to contact this office,
Sincerely,
E. y, P. -6195
En ronmental Ong ee lancer I
ce:Priest Craven & Associates, Inc.
Mr. John Dorney, P.E.
Mr. Ken Schuster, P.E.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Gray Methven
Morrisville, LLC
3850 Holcomb Bridge Road, Suite 350
Norcross, GA, 30092
Dear Mr. Methven:
,1kTWA
1 • • A
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 27, 2000
Re: Breckenridge Subdivision, Morrisville, Wake County, North Carolina
DWQ No. 00-1218; DOA Action ID. NO. 200021794
Attached hereto is a copy of Certification No. 3306 issued to Gray Methven of Morrisville,
LLC, dated October 27, 2000.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Stevens
Attachments
001218
cc: U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Raleigh Regional Office
File Copy
Central Files
Matthew J. Stetter, Froehling & Robertson, Inc., 310 Hubert Street, Raleigh, NC, 27603
Division of Water Quality • Non-Discharge Branch
401 Wetlands Unit, 1621 Mail Service Center., Raleigh, NO 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division
of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to the North Carolina
Department of Environment and Natural Resources, Division of Water Resources, resulting in
the placement of fill and culverts into 1,195 linear feet of intermittent streams and 467 linear feet
of perennial streams, flooding of 1,100 linear feet of intermittent streams, and fill in 0.012 acre
of wetlands within the Kit Creek Watershed, associated with the construction of Breckenridge
Subdivision in Wake County, pursuant to an application filed on the 23rd day of October of
2000.
The application provides adequate assurance that the discharge of fill material into Kit
Creek in conjunction with the proposed work will not result in a violation of applicable Water
Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that
this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-
500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set
forth.
This approval is only valid for the purpose and design that you submitted in your
application and as described in the Public Notice. If you change your project, you must notify us
and send us a new application for a new certification. If the property is sold, the new owner must
be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. Should additional wetland or stream fill be requested in the future,
compensatory mitigation may be required as described in 15A NCAC 211.0506 (h) (6) and (7).
For this approval to be valid, you must follow the conditions listed below. In addition, you
should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Solid Waste, Sediment and Erosion control, Non-discharge and
Water Supply Watershed regulations.
Condition(s) of Certification:
1. That the activity be conducted in such manner as to prevent significant increase
in turbidity outside the area of construction or construction related discharge (50 NTU's
in streams and rivers not designated as trout waters by DWQ; 25 NTU's in all saltwater
classes, and all lakes and reservoirs; 10 NTU's in trout waters).
2. Should waste or borrow sites be located in wetlands, compensatory mitigation
will be required since it isa direct impact from construction activities.
3. All temporary fill shall be removed to the original grade after construction is complete
and the site shall be stabilized to prevent erosion;
4. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the natural grade restored after the Division of Land Resources releases
the project;
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the State until the concrete has hardened;
6. The enclosed "Certification of Completion Form" is to be used to notify DWQ when all
work included in the 401 Certification has been completed;
7. We understand that you have chosen to contribute to the Wetland Restoration Program
in order to compensate for the impacts to streams. In accordance with 15A NCAC 2R
.0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2H.0506(h) and 15A NCAC 2B .0233(10).
Until the Wetland Restoration Program receives and clears your check (made payable
to: DENR - Wetlands Restoration Program), wetland and stream impacts (including
fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you have
any questions concerning the Wetland Restoration Program. You have one month from
the date of this Certification to make this payment. For accounting purposes, this
Certification authorizes the fill of 467 feet of perennial streams and 0.012 acre of
wetlands, in the Neuse River and sub-basin and 467 feet of stream mitigation is
required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of stream impacts to the nearest foot (15A NCAC 2R.0503(b))."
8. In addition to the WRP payment stipulated in Condition 7, mitigation also includes
preservation of 1,700 linear feet of intermittent streams and associated riparian areas
extending a minimum of 30 feet from the edge of the channel, perservation of a buffer
around approximately 40% of the lake, and creation of a 5-foot littoral shelf around
approximately 50% of the lake, as outlined in the application and Public Notice.
Violations of any condition herein set forth shall result in revocation of this Certification
and may result in criminal and/or civil penalties. This Certification shall become null and void
unless the above conditions are made conditions of the Federal 404 Permit. This Certification
shall expire upon expiration of the 404 Permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must
be in the form of a written petition conforming to Chapter 150B of the North Carolina General
Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
27611-7447. If modifications are made to an original Certification, you have the right to an
adjudicatory hearing on the modifications upon written request within sixty (60) days following
receipt of the Certification. Unless such demands are made, this Certification shall be final and
binding.
This the 27th day of October 2000
DIVISION OF WATER QUALITY
Steven
WQC # 3306
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H.0500, Gray Methven of Morrisville LLC, has
permission as outlined below for the purpose of constructing the proposed Breckenridge
Subdivision. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached cetification transmitttal letter. THIS CERTIFICATION IS NOT
VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION Breckenridge Subdivision
COUNTY: Wake
BASIN/SUBBASIN Cape Fear (03-06-05)
As required by 15A NCAC 2H.0506, and the conditions of this certification, you are
required to compensate for the above impacts through the restoration, creation, enhancement or
preservation of surface waters as outlined below prior to conducting any activities that impact or
degrade the waters of the state.
Note: Linear foot requirements proposed to be mitigated through the wetland Restoration
Programs must be rounded to the nearest foot according to 15 2r.0503(b)
467 linear feet of perennial streams
One of the options you have available to satisfy the compensatory mitigation
requirements is through the payment of a fee to the Wetlands Restoration Fund per NCAC 2R
.0503. If you choose this option, please sign this form and mail it to the Wetlands Restoration
Fund at the address listed below. An invoice for the appropriate amount of payment will be sent
to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT
-AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS
BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
October 17, 2000
Regulatory Branch
Action ID No. 200021794
Mr. John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Dorney:
~ 20 2000
Enclosed is the application of Froehling & Robertson, Inc., submitted on behalf of
Morrisville, LLC, for Department of the Army authorization and a State Water Quality
Certification to authorize the proposed placement of culverts and fill into 1,195 linear feet of
intermittent stream channel and 467 linear feet of perennial stream channel, flooding of 1,100
linear feet of an intermittent stream channel, and placement of fill within 0.012 acre of wetlands,
within the Kit Creek watershed, associated with construction of Breckenridge Subdivision, in
Morrisville, Wake County, North Carolina.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by December 16, 2000, the District Engineer will
deem that waiver has occurred.
Printed on 0 Recycled Paper
Questions or comments may be addressed to Mr. Todd Tugwell, Raleigh Field Office,
Regulatory Division, telephone [phone], extension 26.
Sincerely,
(:A 14?
S. Kenneth Jolly
Chief, Raleigh Regulatory
Field Office
Enclosure
Copy Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
(33 CFR 3251 Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of Information. Send
comments regarding this burden estimate or any other aspect of this collection of Information, Including suggestions for reducing this burden, to
Department of Defense, Washington Headquarters Service Directorate of InformationOporations and Reports, 1215 Jefferson Davis Highway, Suite
1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC
20503. Please DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: These laws require permits authorizing activities in, or affecting,
navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged
material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form will be used in evaluating the application
for a permit. Disclosure: Disclosure of requested information Is voluntary. If Information is not provided, however, the permit application cannot bi
processed nor can a permit be issued.
One set of original drawings or good reproducibly :opies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructlousi and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
1. APPLICATION NO. 12. FIELD OFFICE CODE 13. DATE RECEIVED . 4. DATE APPLICATION COMPLEi
117E S BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE fan agent Is notraqukvdl
Morrisville LLC (Mr. Gray Methven F&R Inc. - Matthew tette
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
850 Holcomb Bridge Road, Suite 350 310 Hubert Street
orcross, GA 30092 Raleigh, NC 27603
A A T'S P ON S WJAREA COD 10 AGENT'S ON NOS, W/AREA COD

a. Residence a. Residence
b. Business b. Business 919-828-3441
1. STATEMENT OF AUTHORIZATION
I hereby authorize, F&R, Inc. to act in my behalf as my agent in the processing of this application and
furnish, upon request, supplemental Information in support of this permit application.
.JV
APPLICANT'S SIGNdTURE U DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (sos Instructions)
Breckenridge Subdivision
13. NAME OF WATERBODY, IF KNOWN (it app&abmi 14. PROJECT STREET ADDRESS id appHcabw
unnamed tributary of Kit Creek
5. LOCATION OF PROJECT
Wake NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, lseelnstnrctlons!
see attached report and maps
7. DIRECTIONS TO THE SITE
The proposed Breckenridge Subdivision is located along Old Maynard Road (SR 1632),
approximately 0.5 miles north of its intersection of Koopers Road (SR 1635), in
Morrisville, Wake County, NC (see attached location map).
Proposed construction of residential subdivision
(See Section Block 18 in attached report for a comprehensive description.)
19. Project Purpose mrs"" th# "son or pumoss of the pm/sc4 see Ins&wtions/
Provide residential housing
(See Section Block 19 in attached report for a comprehensive description.)
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Road Crossings
(See Section Block 20 in attached report for a comprehensive description.)
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
(See Section Block 21 in attached report for a•comprehensive description.)
22. Surface Area in Acres of Wetlands or Other Waters Filled &@@,w*&ucdonw
(See Section Block 22 in attached report for a comprehensive description.).
23. Is Any Portion of the Work Already Complete? Yes No X. IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See Section Block 241n attached report for a complete list of adjoining property
owners.
26. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL" IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
*Would Include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information in this
application is complete and accurate. I further certify that I possess the authority to undertak the ork scribed herein or am acting as the
duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATU E F AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or It may be signed by a duly
authorized agent if the statement In block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, In any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than 110,000 or imprisoned not more than five years or both.
. U.S.aPOI 994.520.178/82018
TABLE No. 1: PROPOSED WETLAND IMPACTS
Impact
No. Type of Impact Impact Illustrated on Channel Impact
(channel length, width and area)
1 Road Crossing/Dam Sheet No. 4 of 11 230 linear ft. (3 ft. width)
690ft. (0.016 acres)
2 Road Crossing Sheet No. 5 of 11 274 linear ft. (3ft. width)
822 ft. 0.019 acres
3 Road Crossing Sheet No. 5 of 11 151 linear ft. (2 ft. width)
302 ft. 0.007 acres
4 Sewer Crossing Sheet No. 5 of 11 26 linear o. (3 ft. width)
0
002
78 ft
.
acres
.
5 Sewer Crossing Sheet No. 5 of 11 27 linear ft. (3 ft. width)
81 ft. 0.002 acres
6 Sewer Crossing Sheet No. 5 of 11 31 linear ft. (3 ft. width)
93 ft. 0.002 acres
7 Sewer Crossing Sheet No. 6 of 11 21 linear ft. (3 ft. width)
63 ft. 2 0.001 acres
8 Sewer Crossing Sheet No. 6of 11 24, linear ft. (3 ft. width)
72 ft. 0.002 acres
9 Sewer Crossing Sheet No. 6 of 11 20 linear ft. (9 ft. width)
180- ft. 0.004 acres
10 Sewer Crossing Sheet No. 6 of 11 26 linear ft. (9 ft. width)
234 ft? 0.005 acres
11 Road Crossing Sheet No. 6 of 11 1931inear ft. 2(avg. 8.5 ft. width)
1,641 ft. (0.038 acres
309 linear ft. (2 ft. width)
12 Road Crossing Sheet No. 7 of 11 618 ft .2 (0.014 acres)

525 ft.2 (0.01 acres) of
Jurisdictional Wetlands
13 Construction of residential Sheet No. 7 of 11 110 linear ft. (avg. 2.5 ft. width)
foundations, building pads and 275 ft .2 (0.006 acres)
attendant features
14 Road Crossing Sheet No. 7 of 11 50 linear ft z(avg. 2.5 ft. width)
125 ft. 0.003 acres
15 Construction of residential Sheet No. 7 of 11 170 linear ft. (avg. 2.5 ft. width)
foundations, building pads and 425 ft.2 (0.01 acres)
attendant features
1,662 linear ft.
TOTAL nvrnACTS. . 6 224ft.2 0.14-acres
TABLE OF PROPOSED WETLAND IMPACTS
SINCE CLIENT: Puhe Homo Corporation
FROEHLING & ROBERTSON, INC. PROJECT: Breckenridge Subdivision
?n GEOTECHNICAL• ENVIRONMENTAL* MATERIALS LOCATION: Morrisville, North Carolina
ENGINEERS •LABORATORIES
"OVER ONENflNDRED PEARS OFSERVICE" F&R PROJECT No.: A66-093
• • 310 Hubert Street, Raleigh, North Carolina 27603 DRAWN: CHECKED:
1981 (919) 82&3441; Fm(919)8n-5751 DATE: 9100 SCALE: SHEET No.: 12L
4
i
z
-N3
1 ? X11
I
q3sK
Sly
r?
/'
4435
ti

L
r r? ;, l v
rl`'RF,Sf1Aft64?,

/
\ ??
,` . -
•
Jv ???rti
I l
? - ?`
?
?f
J ?-
?
/ -__ \
?\. ??
? TtZ• ,
.
r ?`
1
(r t
`
?/
ce l
.
?
•
J'l
t
? ??
>
`` J`,
i
, ?.
•
>
"
iN
,

r :,'•,;I,,?' ; '? ?,•f., C .. r. rid e P.?•et.. S: •te
V: 7

11 Cy a' ) c r? ?? V2)

,. ?
? b
"
?
'
•
'{
fir.

•
1\
\
l
t,-
'ZM
t
Z
/
//
'`
i
?
,
; ?, ?
?.?? _ . •,
.
i
,
,
?
?t - 1 _ \ =-. \ `' t11: v \ ...
,/
?
it
.f `
.?
` ; t ; Ir U •

\ j

(1 ?i \ ?'
3
0 ?7P6 r t •
.

•.•.
~? r

. t ?'/I
y i \
w r
-4.
'? \, b
. 35 ,
1 . \r..y
+._ D

-

i?' -? i / ? l
r
-•, ?`?~ /
r /
>??? r 1??` .111

` i i4?: Iv

f \•.

//
I rr \/ fit/ ? ~?
??1?
37,
? ? 4'.? 1
. ?C.ST _
? ..
307i ;

9.5

.c
t
'
ti
=
Qhl1
u
vo.

77?
?
_ . L em
_
L
y ,1 •. 1 .
- r ?„' I 1 .,. .
t
-1Y n 41,••'1

4
SITE LOCATION MAP
Adapted from USGS 7.5 Minute Topographic Maps of SCALE
"Cary, NC" dated 1973; photorevised in 1987, photoinspccled in 1988 and 0 1000' 2000' 3000'
"Greenlevel, NC" dated 1973; photorevised in 1981. 1-2000'
SINCE Cl lFtFF Puhc IIon)c Co ,oration
FROEI ILING & ROBYRTSON INC. PROJECT 13rcckc-nridge Subdivision
?n GFOIECHNICAL•FNVIRONMFNTAUMATERIAIS LOCATION Morrisville, North Carolina _
K ENGINEERS -LABORATORIES
"OVER ON1i HUNUR/:D YPARSOFS•ERVICL f&K PRO-11A 1 t o A66-093
Go 310 1lubcrt Street, Raleigh, North Carolina 27603 DRAWN I CHECKEA)
18131 [phone]; Fax. (919) R28-5751 -
SCAI.I: 1" 2,000' SIIFVA NO 2 of I I
DA 1 t: 9/00
' d
i - N
uvi 1
\ W
1
' t ¦ t tt 1 t 1 t t¦ ¦ 1 1 1 ? I ?? $'-?
a in;
001 .c IL
,. ¦ 1 1 C 1 O U Ir
H;
1
1 ?i t 1 ? ?-ly
I's
all. 7,
lit
%
f-
\1 ,1 -Q
-I PI-
%
C.
1 I e,/ ?
w
1 ? -a
00
u
? `
U, CIL
•
cnz .0 L. I
Ua N
0
p
C14
U N b 1
1 UL-
I
- -
d Al
1 '
c
1
b
IMPA T No. 1,
230 L OFD P,
/ I
P ?? I
M-1
QP?? VEGETATIVE
SHEAF
r- I
ROAD CROSSKG
\-vi
1jd0,LF OF
/CHANNEL '
OODIN 'u
M ( 1
\ 1
Y (
\r
N¦

EMAIN
DED
n I
r s0
a Y
ST AM
CH EL r \`, 1
( r \ f
r ?, n r
r
r \ a /
r \ M /
? 1 >, a
N \ \
r m \ Y \ Y /
m \ i \ M
\ \ r \ a
\ \ \
in
m \
r \
r
r \
\
r n \ n
o \
\ p
m r nw \ Y
in w
r /
M w. f
\ Y ? I
r ?
r ? ,a

Purpose: Road Crossing &
See Sheet Nos. 8 & 9 of
Adapted from drewings prepared by
Pr)est, Craven 0 Associates
Dam Fill.
11 for cross section views.
S"" FROEHLING & ROBERTSON, INC.
GEOTECHN ENVIRONMENTAL MATERIALS
K ENGINEERS • LABORATORIES
WER ONE HUNDRED YEARS OF SERVICE'
e 310 Hubert Street, Raleigh, North Carolina 27603
eel [phone]. Fast [phone]
%7
"I'
DETAIL VIEW
CLIENT: Morrisville, LLC
PROJECT: Breckenridge Subdivision
LOCATION: Morrisville, North Carolina
F&R PROJECT No.: A66-093
DATE: 9/00 SCALE: V-120'
0 60 120
SCALE 1"-120'
SHEET No.: 4 of 11
Qqt
A/
/
fil?
4
1
I /

_33eacc M/a,ss
1a1S 5nend St
Z
Z LL ?.
V m? 1
1--
< 1
..U LL. Cl
C a-- Q a
.?
G U-)
y' J
> 1
1 ;
/
,/
/
i
/
t 4:0
1 r'11QU?

? IW
1 1?

1 ?

P -
co

a 1? ?o n

1
1
o
R
1? i R
I? I
?--
c~n U
I
0
N
i
O .-
n
U
in
.? I
N
1
W
N

1 I
1 O
N i
i
1 1
N I
V
W ?
1 ?/1 h o
r
O
LO
Z
WI
0
O L
J2 O

J3 M
M
VI
Z O
i
7j

U
-0
d
to
Q
t
J
j
d > ••
O N
r? Z

o L-
m 2
w

0

j" ZO O rn
ir
C.) 1=
?w
Z --I
a
oo v
?
J it O co Q
U a J ta. o
of n
h
a
y ? a N B ?
oG • V `p
m
m
71
u
ID
c
0
a
. N
O
U m
O i
O
O CL $11
n E Y
?I
n.

i

1\
i
/ Il1aV?
10
I
i
)RU)
Iw cQ
i" IN I N (? IN t < ItzLd
I
-1 T---1 -
1
1 Q ;
LLr
"N' I M I N I I S- 6 'W^ ^?-1 `
N i N 1 h j N 1 ?'l V V/ ?y W •• /
IN
b
N
F
O
b
U
/ N
• O
It
0 W.,
\Z.Q U I N '" I
Q S N W
/ Q
i Q- Mp ?N >
0 P?: Fl- in
94. U)
1 T 11- i
N

m
m , In
Olt N •' ! „?,
/ N
OZ_?/' ?-
in
KWE-R
N I `•• ; • -?- ??
• /
o
Li In
< V W / I 1 N 1-0 1
del C4 I
ui C4 C4
\ n 1 n I ?
CR V) Z
/
? 14 I N 1 0l
• 1 n
C4 (n o
w
O
O
Z
H
W
W
N

r, ---
/
._1?? cC e Q
f --? I M M M M
I ? w n
Q •0r
0
ri
b
s
0
n
U
O N
i
'. Mt) ? ° I?
S_ \\
7- -- I p
\ / /' / I/ /n Lij
'a T7
N • ?\ /
LL. M C) C%d U)
L-.
< _J in Ld
C4 In zz
-
"meow

y / ? Q
a W
L
12
93
A in
- n i` N
in W 00
CVO \ /?I \ oULL- i a
J in
?. L \
N N
U')
U- Q?
1 M / \
to 0
/'?MV/Q _ ? M a
1.-L ? /1/ 1 n 1 \
n ? n \ i
M I
O o
O W3
N M I
M M I
? 10 ? 1
C-T
r-
O
Z
W
W
N
0
O -
c 0
rD U M r
1.93
r-
V) Q ? o,
U Z ?
J V d Q
c` > VI
O O U) O.
> Z
U) u L.
W •O
L- 2 m W O
ZO O rn
z " a a w
W O U F-
J Q: O ati Q
U 0- J lL 0
ca
a CS
y N
y w
too
0
s?
O?

C rt+
U
r v

a.
? ?
m '
IL yL

O 0
O
c m
'n U- 40
0 C
U O G
C C O p
O U Z V

Q
u y a
E

t N O
O 0
CL N N
0 $

U
a N ?
{ ; j i j, 1 i 1 Go
i
,5'OI Ib'bfS-dOJ.i 1 i i
LG*Gr4 ryls! Go 10
(G# L O W:S ISRAN 1
rl1S ?fi• 17; Orr ) 99 'AZE -' N I AN 1:
9b 'OZS Jtf1D J.SNAN If
44 T ri; t 1 1 ( 1 p
1 ? j f ? ' I. - t 3t . ;. its ! • ? O .'?+ ?i 0?0
w ?. A
X TI
• J 1 ! ? t ? ' i t .r ??'+ ti..
cl?
• ? ? 1 ? ? ? ?,_ ::pit., ? _ ? ^?7. ? ???
z 1 1 ,i ?i}.•e?ir ? ?i11
+ZZ M1S: ' j ' ! cl I I '? ' = `' `'« . 09 '6ZE 4N I'
I 1 ! f" ' 1 MOO
??p .
I$
• 1 ? ? 1 ' ? '? •ki a •'• 1'?r• ! ; 1 ' 1 : ' I ?` ?11?1?
@?'O--n4?J.S- 1 ! j •r. -.? .. ? -Ss£ir-fe• /'1irt1; ?
• S. , 1 1 ? 1 ? .Q f?{i C
! 1! i t 1 ' 1 07 ' r 4-C& SG# 111 &
. t, w ! - I _1._ -! +? ?_ -.6la-:51?181?-:OS?I L T x1/iL5 t
! 1 j i I ; I i OL Jr- 16-Lro AN I
It V1S'' Z (? ( (1 `Idi) #14W 'mod )106 Z:i GrN I AN I
ANI
'LZ6'M iA I
z
x' O
8 ?b a
LL
d d w6w K
4 4 .?
h ABM
I =` z
E rJ2
R + to
k 10
o j Q A
b.
Q? U
4 W
r
j' t"'
.Pb a• kkd a
_ a
f ?
.14
i z
w
0
0
U
AU
b?W
?. z
W ? $
P4
A
O
1pal
a 0 1 U. 914 w?
O s
•
?
ZO ??. o .
in V)
.2,
O ?
V w «' ?
o
6

. ? i

I?
i i 1

? z 4 i t I
? n 1 ( M L

? t
1
•

iG 1 /

10 t f / 9 4 1

/
.

W
I ?-
A o

' o

t? J
in
9

L
( 4 - ? f
o
pow

W
z
o
8

r
? w
A
O V
?

p
el

.
o

z ?

e ? ? o

0

~Z
i i ?

-
-ni
l
I U

W

f
I o

REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
October 17, 2000
Regulatory Branch
Action ID No. 200021794
Mr. John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Dorney:
. Dpi
;f OGT20

50'
o.
Enclosed is the application of Froehling & Robertson, Inc., submitted on behalf of
Morrisville, LLC, for Department of the Army authorization and a State Water Quality
Certification to authorize the proposed placement of culverts and fill into 1,195 linear feet of
intermittent stream channel and 467 linear feet of perennial stream channel, flooding of 1,100
linear feet of an intermittent stream channel, and placement of fill within 0.012 acre of wetlands,
within the Kit Creek watershed, associated with construction of Breckenridge Subdivision, in
Morrisville, Wake County, North Carolina.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by December 16, 2000, the District Engineer will
deem that waiver has occurred.
Printed on ® Recycled Paper
Questions or comments may be addressed to Mr. Todd Tugwell, Raleigh Field Office,
Regulatory Division, telephone [phone], extension 26.
Sincerely,
O?•
S. Kenneth Jolly
Chief, Raleigh Regulatory
Field Office
Enclosure
Copy Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-003
(33 CFR 3261 Expires October 19913
Public reporting burden for this collection of Information is estimated to average 6 hours per response, including the time for reviewing kutructlons,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of Information. Send
comments regarding this burden estimate or any other aspect of this collection of information, Including suggestions for reducing this burden, to
Department of Defense, Washington Headquarters Service D(rectorats of InformationOperations and Reports, 1216 Jefferson Davis Highway, Suite
1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project 10710-00031, Washington, DC
20603. Plea" DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: The" laws require permits authorizing activities in, or affecting,
navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged
material for the purpose of dumping it Into ocean waters. Routine Uses: information provided on this form will be used in evaluating the application
for a permit. Disclosure: Disclosure of requested Information Is voluntary. If information is not provided, however, the pem* application cannot be
processed not can a permit be lowed.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application Isee sample drawings and Instructional and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that Is not completed in full will be returned.
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 14. DATE APPLICATION COMPLETE[
nre"c aei ntv rn RO M I i/n RV AAW Af-AN71
6. APPUCANT'S NAME
4001 1141 t M/`?,c?A?WAVY 8. AUTHORIZED AGENT'S NAME AND TITLE on sa"t is not t"uftdl
6. APPLICANT'S ADDRESS
C/o #Rw ?IA??r?,?????1 a?!'B?Pi9`?o .9. AGENT'S ADDRESS
?/? Wir??G?? ?c?ON?
1183 Wh3sf G#&11,A/y t;St-l.' C0K V A1'3 U
7. APPLICANT' NE NOS, W/AREA CODE 10, AGENT'S PHONE NOS, Y41AREA CODE
a. Residence a. Residence ( q/9 d 33? 117
b. Business - a ?6 b. Business
I hereby authorize, 44KKy cSULT4:j X .1li to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental Information in support of this permit application. lW11,,77dOll
APPL ANT'S SIGNAT DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (u• ?nstrualaxl
;?rC 7'
1,17
13. NAME OF WATERBODY, IF KNOWN p(&ppft*&4j
Arw D/`'10W,
16. LOCATION OF PROJEC
W`Q?/ /V
COUNTY STATE
14. PROJECT STREET ADDRESS In.poc•ebl
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, aff *uftcuon,l 0c X atfo* r? s ,-1W' 4'/I ,COC/ XkTX' -A?rJ
SUIXig04S *,AV O? r,e bWA' A?WR1r74p f-rk SA Aou. 0- IWMS or
17. DIRECTIONS TO THE SITE
F if )kx%l SOWy OW e1A>kR: er lr&ILI )Poof J av?? Y,t /7/4,?/ i O
40C1fM6'(' 'P?z Zj/C7' ON%0 ,ERs ?COcyrl?•?"???iV.? 4 oal 4,00W? d
46F'T (SA60?' ,E'Ol,6,si ONE).
18. Nature of Activity (oescnpdonerpayee4 A+eM?Aeeere"'"
110V? 5/v' FRon Au A f 4 s ? Fcc •?NAe? 3 ? Cd ???,pp?? ? y ??? nreR,1y ,5
i911? R,E?'Os/??i?/ ??? I*156 '- 9 ' K4WoW 7'O 4e441, 1 5 ?e' A /`11h11, i414/
7?/iN 8 DF ?iy,E S/S1d>?? /NSF (sr,C- ,c?XHI,Bi i ??i?D)
3' 7o W1
19. Project Purpose oveeras me arp man of vw 4 n* bN&W00no
?y?No? ,fir-?irr,?n?D hRX?' ?`BcN,(oN/ N? h'/1s ?,eW s??rx?i?.cy /nyde,;14 ,By ro?l?s??h
RyN-0,q F09 rIBR? ? NAO Y,6 4,M wi py?, N D?•SIA 7 ,v?'X of Ahr Po)F OF MW
-Wy E?4?r
USE BLOCKS 20-22 IF DREDGED ANNDIQR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for 121sch
/
eA? r/o9??1Pi?? s coo r ??- ,P?r/dv'?? FRf,W1 THE si7? 1?t1?'
cd6-1 CaNs?1ri0/W'Xs
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
>4T O sl&*b S/d Q,7Rox,1AF1H4Xy 7, aw • 7, -vo CtiB/e, Y,46,s, /Irs'<y c44y
22. Surface Area In Acres of Wetlands or Other Waters Filled on km&wvaiw
????ox?MAy?,cy i oove ens yslw-x li at/g ?so.&x.
23. Is Any Portion of the Work Already Complete? Yes No - IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental lied.
26. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
eWoukf include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information In this
application is c4be Rbyt . I further certify that I possess the authority to undertake the work described herein or am acting as the
dulC?r u?driz.d
SIGN GATE SIGNATURE OF AGENT DATE
The application peraon w ho desires toundertake the proposed activity (applicant) or It may be signed by a duly
authorized agent If the statement in block t 1 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any felts writing or document knowing some to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than 110,000 or imprisoned not more than five years or both.
• UACM:1994•620-47SM201 8
W k-A JiAW

1. West Green forest Drive 4. Loch Haven Lane
2. Summerview Lane 5. Ripplewater Lane
3. Loch Pointe Drive 6. Rustlewood Lane
Purpose: To remove silt build up
at the north end of the lake
Site Location
Proposed silt removal and discharge
Adjacent property owners
see exhibit 3
Loch Lomond, Lochmere
IN: Lynn's Branch of Swift Creek
AT: Lochmere PUD
Sheet 1 of 3
?-? LO" (r (3 RANCH
Vr SIFT
??a? -fNts
N
1
P A
SP°s'? r'
,nits ARC
DAM
Purpose: To remove silt build up
at the north end of the lake
Adjacent property owners
see exhibit 3
Plan View
300 Tt ?•„1'av!'S

OIrc.H
1.0%4*
00(if;
Proposed silt removal and discharge
IN: Lynn's Branch of Swift Creek
AT: Lochmere PUD
Sheet 2 of 3
DI YERS10(V
?ntsTo#4 ti
STVN E gtz,?o5 tow
?,g,2R t CR
KFAN a
o 1ti+o goo ft
t I

??xtsr? a5
PRo FItrE
Section View
Purpose: To remove silt build up
at the north end of the lake
Adjacent property owners
see exhibit 3
Section View Proposed silt removal and discharge
IN: Lynn's Branch of Swift Creek
AT: Lochmere PUD
Sheet 3 of 3
PROPERTY OWNERS ADJACENT TO LAKE LOCH LOMOND
Lochmere Homeowners Association - owns the lake and ten (10
feet of property on both sides of the path on the South,
West and Easterly portions of the lake. p?
C/O Mary Norbech APPL1c.-'NN I
HRW Properties
1183 W. Chatham Street
Cary NC. 27511
The Park Apartments - owns the property on the Northerly
portion of the lake.
1100 Audobon Parc Drive
Cary NC. 27511
Fonville Morisey Real Estate Office - property owned by
Robuck Homes
(M/8 Kay L. Barnette)
PO.17102
Raleigh NC. 27619
Lochridge Lakeside Condominiums-all property common/managedby
M%8 Gail Grant
Kildaire Management
302 Pebble Drive
Cary NC. 27511
Lochridge Cluster Homes - all property common/ managed by
M/S Gail Grant
Kildaire Management
302 Pebble Drive
Cary NC. 27511
Lochwinds Homeowner Association - lake property owners
Larry& Janice 8tolzenberg ?CsEN"r
110 Windrock Lane, Cary NC 27511
Peter & Elizabeth•Bruun-Anderson
112 Windrock Lane, Cary NC 27511
Bud & Beth McKinney
111 Windrock Lane,.Cary NC 27511

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 200021943
October 23, 2000
-97 2
PUBLIC NOTICE
Lochmere Homeowners Association, c/o HRW Management Corporation, 1183 West
Chatham Street, Cary, North Carolina 27513, has applied for a Department of the Army (DA)
permit TO EXCAVATE 7,500 CUBIC YARDS OF ACCUMULATED SEDIMENTS FROM
APPROXIMATELY 1.5 ACRES OF THE UPPER END OF LAKE LOCH LOMOND AND
DISCHARGE THE EXCAVATED MATERIAL INTO APPROXIMATELY 1.5 ACRES OF A
DEEPER PORTION OF THE LAKE, IN THE LONG BRANCH WATERSHED,
ASSOCIATED WITH LOCH LOMOND IMPROVEMENT PROJECT, IN CARY, WAKE
COUNTY, NORTH CAROLINA.
The following description of the work is taken from data provided by the applicant and
from observations made during a site visit by a representative of the Corps of Engineers. Plans
submitted with the application show the proposed excavation of 3 feet of accumulated sediments
by bulldozer from approximately 1.5 acres of lake bottom, and the repositioning of the sediments
into 1.5 acres of a deeper portion of the lake bottom to provide for deeper water conditions at the
upper end the lake. The sediments will be moved by bulldozer from the upper portion of the
lake, where existing water depths range from 0 to 6 feet, to the middle if the lake, where existing
depths range from 6 to 9 feet. The 7,500 cubic yards of sediments will be repositioned after
water levels have been lowered to allow dry access to the work areas. Prior to excavation, a
diversion ditch will be dug to transport water entering the lake from Long Branch along the
eastern shoreline to a point below the sediment deposition area. A permanent sediment trap
measuring 10 feet across and 10 feet deep will be excavated immediately downstream of the
discharge of Long Branch into the lake to allow heavier sediments to be trapped before entering
the lake to prevent future sediment accretion. The purpose of the work is to provide for deeper
water at the upper end of the lake. Plans showing the work are included with this public notice.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army (DA) permit
will be issued until the coordinated State viewpoint on the proposal has been received and
reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of
Water Quality (NCDWQ) has determined the applicability of a Water Quality Certificate as
required by PL 92-500.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in the
2
notice, that a public hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this site is not registered property or property listed as being
eligible for inclusion in the Register. Consultation of the National Register constitutes the extent
of cultural resource investigations by the District Engineer, and he is otherwise unaware of the
presence of such resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that the proposed
activity will affect species, or their critical habitat, designated as endangered or threatened
pursuant to the Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the
public interest. Evaluation of the probable impacts which the proposed activity may have on the
public interest requires a careful weighing of all those factors which become relevant in each
particular case. The benefits which reasonably may be expected to accrue from the proposal
must be balanced against its reasonably foreseeable detriments. The decision whether to
authorize a proposal, and if so the conditions under which it will be allowed to occur, are
therefore determined by the outcome of the general balancing process. That decision should
reflect the national concern for both protection and utilization of important resources. All factors
which may be relevant to the proposal must be considered including the cumulative effects
thereof. Among those are conservation, economics, aesthetics, general environmental concerns,
wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in
accordance with Executive Order 11988), land use, navigation, shore erosion and accretion,
recreation, water supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in general, the needs and
welfare of the people. For activities involving the placement of dredged or fill materials in
waters of the United States, a permit will be denied if the discharge that would be authorized by
such permit would not comply with the Environmental Protection Agency's 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a
permit will be granted unless the District Engineer determines that it would be contrary to the
public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal.
To make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
3
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit
modification will not be made until the North Carolina Division of Water Quality (NCDWQ)
issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The
NCDWQ considers whether or not the proposed activity will comply with Sections 301, 302,
306, and 307 of the Clean Water Act. The application and this public notice for the Department
of the Army (DA) permit serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such
materials will be furnished to any person requesting copies upon payment of reproduction costs.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), Wetlands/401 Unit, 1621 Mail Service Center, Raleigh, North Carolina 27699-
1621, on or before November 15, 2000, Attention: Mr. John Domey.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Mr. Todd Tugwell, until 4:15 p.m., November 22, 2000, or telephone
[phone], extension 26.
6U?1rt,M,WJdD5
1. West Green forest Drive 4. Loch Haven Lane
2. Summerview Lane 5. Ripplewater Lane
3. Loch Pointe Drive 6. Rustlewood Lane
Purpose: To remove silt build up
at the north end of the lake
Site Location
Proposed silt removal and discharge
Adjacent property owners
see exhibit 3
Loch Lomond, Lochmere
IN: Lynn's Branch of Swift Creek
AT: Lochmere PUD
Sheet 1 of 3
.<-r I-Om c- 3 wwCH
pn0?? SILT
??o,M 4Hts
??zkA
N
1
? - ) Irl
P E r?'T R 0
5 >q
,r)41
ORM
Purpose: To remove silt build up
at the north end of the lake
Plan View
3 Pt G..,ta vf'S
mr-H
PK9
L00cir,
Proposed silt removal and discharge
IN: Lynn's Branch of Swift Creek
DIVERSION
Adjacent property owners 1
see exhibit 3 300 AT: Lochmere PUD
Sheet 2 of 3
f
pmt r# *4ft
STD N E E RRos t o?v
?AR.z t tie
0
3
??PTr+
q
Remove
o ???o goo ?t
p??!t y,EJF_!?
DFPoS iT
Pia posEO .
PRo F i ??
Rxusr,ay
PRo FIt.+E
Section View
Purpose: To remove silt build up
at the north end of the lake
Adjacent property owners
see exhibit 3
Section View Proposed silt removal and discharge
IN: Lynn's Branch of Swift Creek
AT: Lochmere PUD
Sheet 3 of 3
MEMORANDUM
TO: John Dorney Regional Contact: Beth Barnes
Non-Discharge Branch WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Breckenridge Subdivision c/o Morrisville, LLC
Project Number 00 1218
Recvd From APP
Received Date 9/19/00 Recvd By Region
Project Type subdivision
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
IP ? O Y OO N rr 16-41-*1-1 rF NSW 30,605. 0.01 467.00 rF
F_F_P7 ON -F--F
O Y O N FI I F-
Mitigation Wetland
MitigationType Type Acres Feet
F_ I F_
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue 6 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 355039 Longitude (ddmmss) 785205
5?(
cc: Regional Office ` ?Sntl.¢? qo( ,
Central Office 0 1 ?

Page Number 1
Comments:
Take the money and rune they ?p?yjtl I WRP AND givina preservation. However, Of the Home
Owners Association "owns" the the property, who pays the taxes and ACTUALLY controls the
-A
tif
NCDENR
NO" CAROLINA DOMMTMRNT OR
CwwiPiONM[NT AND NATURAL R-pu.q.,p
NEW MAILING ADDRE55:
Rolelgh Reglonal OFAce
Department of Environment
and Nmrol Resources
1628 Mall Service Genter
Raleigh, NC 27699-1628
PHYSICAL LOCATION (LQt a
mailing addreea)
3800 Barrett Drive, Rm 101
Raleigh, NC 27609
Voice: 919/571--4700
FAX, 919/571-4718
F
A
X
100'd 8 1 L V I L 3 616:131
EASE NOTE OUR NEW
M AI LI N G ADDR E551 11
IZ- '1,00
ssin.e v
FROEHLING & ROB RTSON7 INC.
aGOTECHNICAL • ENVIRONMENTAL - MATERIALS
ENGINEERS • LADO ATORIES
"OVER ONE HUNDRED S Of SERVICE"
' 310 HOW St.. & NC 21603
1 e 81 Telephone: [phone]
FACAMUe; (919) 828- 51
October 11, 2000 /Mr. John Dorney
NCDENR - Division ofWatcr
Wetlands / 401 Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-
Re: Revised Individual Permit E
Breckenridge Subdivision
Morrisville, North Carolina
F&R Project No: A66-093
Dear Mr. Dorney:
The U.S. Army Corps of
Application Report and Supporting
requested minor changes. Although
identical, the format and the
telephone conversation with Rob of C
copies of the revised Individual Perrr.
circulation in the central and regional
sections at Breckenridge that will be set
Morrisville, LLC, has stated
this permit is applying for) will not bl
These areas, along with the remainir
Breckenridge Homeowners Association
deed will place a restriction on the are
This preservation measure will include,
undisturbed channel with a wooded buf
wide. F&R recognizes that due to the p.
streams will be within 10 feet of a sewer
HEMOUMMI. 7011 DUMBAF40N AM - WX 9124 . RICNMONQ, VA
TELETHON! =a) 76 .901 • FAX (/M1) 71x1201
ORANCNEO: ASHEALR NC o ATLANTA, OA . BALTIMORE. MV - CH
CHESAPEAKE. VA OPORT, vA • ?AYtrT7 ALE. NC
OPIERNvi" 9c RALEIGH. NC - ROANON. VA - !TI
_o'.

(CO£) has reviewed the Individual Permit
for the Breckenridge Subdivision and has
Information contained in the revised report is almost
n of the drawings and flgures has changed, As per a
DWQ on October 6, 2000, enclosed please find two
application Report and Supporting Documentation for
fffices. Also included is a snap which highlights the
for preservation.
the highlighted areas on the map (outside of the impacts
cleared during construction and will remain wooded.
g areas of green space will be deeded over to the
when the Breckenridge Subdivision is complete. The
Ls set aside for preservation that will prohibit clearing.
but is not limited to approximately 1,700 linear feet of
er generally ranging ftom 30 feet to more than 100 feet
oject layout demands, a few area of the buffer along the
line or a privately owned lot. F&R also recognizes that
1. NC
TICK!/URO. VA
VA - VANSION-1ALMM. NC

Ve.
?ae4?
•fi o Q
?nG ? r ? GS
(?_v 'Q
/U6(k C L
Z00 'd 81LV iLS 616:131 1 0NS EN30ON 6911 0100,9Z-100

¦IYQi
F&R
this preservation measure will also include several disturbed areas, including areas that have
been temporarily altered by the placement of sewer lines. However, the disturbed areas have not
been considered fbr mitigation or i the above stated total of 1,700 linear feet of undisturbed
channel with a wooded buffer. The
the three intermittent channels the
Please note that the same
around the proposed lake as shown o
Permit Application Report.
If you have any questions/con
contact us at [phone]. Thank
permit application.
Respectfully submitted,
FROXHLING & ROBERTSON,
Matthew J. Stetter
Environmental Scientist
IvUS/DKS: mjs
enclomtes:
Revised IWIAdwl Permit Applicad
Map dgAcdne aftm to be pftwrved
NC DM nWQ
Bn=kcmid je dubdividon
X00 'd 8iLP iLS 616:191
channels included in the mitigation package are
into the perennial channel.
o effort will apply to the areas that will remain wooded
sheet No. 4 of 11 in Appendix A of the revised Individual
s or require further information, please do not hesitate to
for all your time, help, and guidance in preparing this
Daniel K. Schaefer, P.E.
Senior Engineer
2 MOW 11, 2000
PsR Ptbjed No. AM-0"B
ONE MN90ON 6311 (U1)00,9Z-'10O
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Breckenridge Subdivision c/o Morrisville, LLC
Project Number 00 1218
Recvd From APP
Received Date 9/19/00
Project Type subdivision
Recvd By Region
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F IP O Y O N I 16-41 71 I? NSW 30,605. 0.01 467.00 r? r?-
F_F-O Y @N I -F-Ir-F-F-F-r- Ir- I-
F___F_OY ON f-F -F__Ir-F___ F_ F_ I F__
Mitigation
MitigationType
Wetland
Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 355039 Longitude (ddmmss) 785205
Comments:
Take the money and run: theyn_yina WRP AND gjyjna preservation. However, if the Home
Owners Association "owns" the the rp onerty, who pays the taxes and ACTUALLY controls the _
activiti .s?
cc: Regional Office
Central Office Page Number 1
Facility Name Breckenridge Subdivision c/o Morrisville, LLC
County Wake
Project Number 00 1218 Regional Contact: Beth Barnes
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
33'd % as ZIBSSLW16 EV:60 00W-S t-i]o
Action ID No. 200021794

October 23, 2004
PUBLX NOTICE
FrwWing & Robcatson, Inc., 310 llubed Str*at, Icigh, North Carolina 21003, onbebaV
of Morr'iMlIe, LLC, has applied f'ar a Department oftho Army (DA) pa mit TO PLACE
CULWATS AND FILL DM 1,195 LINEAR FUT OF WrMWT STREAM
CHANNEL AND 467 LINEAR FMT OF PMWNNIAL STREAM CHANNEL, FLOM 1,100
LINEAR FEES' OF AN INT'ERMTrTENT STREAM CHANNEJ.. AND PLACE FILL'WMEN
0.0 12 ACRE OF WRTi..AND6, W1TxlN THE KrT CABEK WATBRSM, ASSOCIATED
WITS CONSTRXICTION OF BRECK104 IDLE SUBDIVISION, IN MDRRI'SVRIE. WAI2
COUNTY, NORTH CAROLINA.
The following descriptiar of the work is takers ftmti data provided by the applicant and
flirt obsovs low made during a site visit by a representative of the Carps of Bnginem. Plans
submitted with the prescat applicaftion show the prapmd phecanrn of culverts Into 467 )law
foe of peremial duvmel and 1,195 linear feet of httamfttaU chwml, the floodin$ of 1,100
)]near f"t of intanaitteut channel, and the placement of BU into 0.012 acre of wetlands for
construatiort of the Breckenridge tasidential subdivWon. The culverts and All material will be
placed into 1,20 linear feet of atreambed for the ca mbuction of 6 torte cromdngs (au of which
is to be located on top of the proposed dam); 175 linear feet of sw=bed will be impacted for 7
scwar line cis WZ% and 280 bnmr fact of sues abed will be filled for the construction of
residential fcmadations, building pods, ad afteak1w feoCum. Yn addition, the appho ut proposes
to construct a Woo whigh will result in the flooding of 1,1,00 linear feet" of sweambcd.
The applicat pro CS to mitipto for straara impacts by providing preservation of 1,700
linear feat of j marmittont suam arse associatod ripzr4m ex6 ndift a minimum of 30 feat
ffom the edge of the chapel, preservation of a WOW =Wd alrpr[oxirt>o* 4016A of tits irtke.
creation of a 5-foot littm-al shelf am=d approximately 50% of the lake, and payatM into to
North Carolina Wedand.Rcstoraipwn program to provide 4,21 linear feet of:a+eani resttnati.
The purpose of the proposed activities Is to allow for the residential development of the property.
Flsata showing the work are included with this public. notice.
i
The State of North Carolina will TrAffw this public acute to deteanine the need for the
applicant to obtain any requfrad State authonzahm No DqWUMt of tho Anny (DA) permit
will be issued until the coordinated State viawlr W on the proposal has been waived and
previewed by this agmy, nor will a DA permit be issued until the North CmaMlna Division of
Wata Quality (NCDWQ) has aatenmia ed the appHeability of a wader Quality Cortifroge as
regtrlM by PL 92-500.
DEPARTMENT OF THE ARMY
Wilmingum District, Corps of Engineers
Post ofto Box 1890
wilmington, North Carolina 28402.1990
Sio/too,d TWO 9s11 r1yu IN= CZ095LO616 51=60 0002.6t'120
M*C1 U6 MesquX76 00:60 M2-6t-100
This #pp?i M,= is being considered purstat to Sec4om 404 of the Clean Water Act (13
U.S.C. 1344). Airy person may request, in writing within she comment pari94 specifiod in the
notice, that a public bearing be held to consider this t beRtiom, ltegnests for public hear14
s.ll state, with psrdeuWity, the reasolts for holdi»g a public hearing.
The Di strict >xinew ha c*nmlted 1bs W w published vcrakm of ten NatiQP21 Register of
Historic places for the preswe or absence of rogist"ad PrOPcrties, or properties listed as b eft
eligible for inclusion tbaain, and this site is not registered pnaperty or PnVwW listed ss being
eligible far inclusion in the Register. Cowultation of the NmiwW Re&er eonsdM= the 00th
Of cultmal resource invcsti cans by the District Bagineer, and be is 09m wviso uUawwc of the
presence of soh resouross. presently, unknown arcbeologica1, acienti fc prc'hiMrical, or
historical data way be too or desmoyed by work under the requested permit.
1110 DlsftW Engineer, based on anrailgblc inf<mnatiom, is trot awao that xhe ptnposed
Activity will Affect species, of trig critical habitat, designated ss =Ungemd or threatened
pmum t to the Endaa$eW Species Act of 1973.
T'ba decision whedw to isM a permit will be based on are evalU&dom of the probable
irmpacts, including c=uWva impacts, of the proposed activity acrd its intended use ore ft
public interest. Evaluel= of *a probable kapacu which the p roptgod actiVW may have an the
public i demt requim a omful vMgbing of all these faaoors which become nelevant fn each
particWm case. The boaef"its which reasonably may bo expected to acorn's item the proposal
umv be b&med against its raomaWy fo blo dents. The derision whethes'to
autW,ize a proposal, sud if so the oooditions under which it will be allowed m occur, ors
t aq&re dctar nkod by the cakofaa of tho gemera] bakncing P • That decision should
reflect the mtionol Wcaa fi0r both protectkn and utilization of kVQTtZRt resources, All factors
whuh May be relevant to the proposal must be, aomsiderod including the "Mutative effects
there9f Among those are conservation. eMOMice. aestheti(s, 90ums' euvir+anmeatd M=M
wetlands, culture] vahvws. fish and wildlife values, flood hazards and 0904 plash values OR
S15Cordant:.# With Exwudve OrdBr 11968), ]s=td use, mavigeetion, shin emsiom and accretion,
recreation, want auppiy and caaswvao m, Water quality, 014M meads, safety, food and fiber
psodgct#om, mineral needs, considerations of property owtiorship, said, in general, the needs and
welfkv,+of the pavple. For sctivWws involving tta plaoement of drrdged or fill materials in
wdtem of rho United States, a parch will bye denied if the discharge that would be authorized by
suers penWt would not comply with the &Viro m clot ptoteetion Agency's 04(b)(1)
guidelines. Subject to rho preoaiing s ee and any odw app]icAl a guidelines or eritetYa, a
permit will bo granted unless dw District EAST= d=ranes that it would bo oonu y to the
public inlcrcat.
The Cogs of EAgineota is soli6iting caamn wu from the public; Fedemal, State and total
agendes cad officials; Indian TMAW VA intaresoedpaftses in order to OWEda srLd avouate
ft fmpacta oftWs proposed activity. Any cormneras received vAll be coosidcred by the Corps of
Engineers to determine whather to jwue, modify, oo Atim or deny a pesmit for this proposal.
To make this decision, rs=m=ts acs used to aaseas impaeu on endangered spec€cs, historic
prmperties, wstor quality. 8"eml enVlt+aaun=W effeats smd the other public interest factors linod
9Toltoola TMO SSW 11yu 31 Kvsn EL954L96T6 SZ760 000Z,6T'1n0
DO • d W859l MIG 00:60 0002-64-lx
above. Comments am u6W in the preparation of as EnvirownsnW AsmsmmTt (EA) andl*r an
.IS) pn'snant to the National viramm+ Policy Ant
Envimmmtaa Impact Statanrtent (p
(IAA). Coaunents are also UgM to detentailte the need fbr A Public hearing and to detgM "
ibo overcall public inwrest of the proposed activity.
gamily, the derision whether to imo this Dept{rWNW of to Army (DA) permit
modtficarian will not be ma& ontil the North Caralim VvWoa of Water QU"ty (NCDWQ)
issues, &W m or waives State celdfita60n re+quarW by Section 401, of the Cl=n Plater Art_ The
NCDWQ MWdets Whether or not the proposed activily will coz Vty with Sections 341, 302,
306, and 347 of the Cleaa W iter Act. The spplicadon aM this public aotice fw the DepaMmg
of tine Army (DA) permit a XV" as application to ehe NMWQ for cerkification.
Additiorrsl ingxmtion regarding U Clow Water Act c iostion may be roviGwcd at the
offices of the $.ilrmrinWneY W Openaions Section. Norrth Caro]ista Division, of W saer Quality
(IgCDWQ), Salsbury SUwg, Archdale Building, Rs11dg1i. North Carolina. Copies of such
materials will be fiintishbd to any potaon requesting copies upon payment of reinoduction ci sm-
All pe=tw desirM too male r nwmts regarding the application fbar Cleaa Water AO
catif cation should da so in writing deliver to Ike: Notch Carolina Division of WMer QuWRY
(NC]? , Wcdands1401 Unit,1621 Mail ScMce Center, Ralaigk NW* Carolina 27699-
1621, on or ba= November 15, 2400, Attaltian. Mr. John Domay.
Weiner om=ents p*mmnt to the proposed work, as 011tlitted Above, will be raceived in
this office. Attendwr. Mr. Todd Jlugwell, = 41 4:15 -pm, November 22.2WO, or telephones
(919) 8764441. extension 26.
9101ff00 a IVVz# RS 41fd anysn EZ894[66T6 4260 OOOZ.6T.'Z:)0
90'd E'9i1?6fi36 Sb:E? @80Z?T?k.?C7
TAl Xft 1: PUMM MAIM beAC O
Doppot 'i)rpe am "d "d lrnpaet EUVJatad on cbpa d Impacx
(40" kook W16tb. aed area)
Road f'ro=
these No: 4of 11 230 t ft. )
001' (o.O16 acne:)
2 Road Cmalps 51+wN 5 of 31 274 bwf . Qfk. widQ
822 rL, .019 &:
3 Road Cro?eog
:host No. s ON 1 I 131 llneer (? $. widt?
X02 ?.' 0.7
4 Surer OrofiaB Shat No. S of 11 26 linear R. (3 ft, width)

acres
78 f 0.002

S
Sewer (:r6m i v
shed Na. 5 of 11 (3 sido
27 l1 It &'
81 0 ,4Qa a

6
S
.8?aat Na, 3 of 11 31 linear S. (3 R. width)
93 ft.s 0.402 a+anas

7 S G?asei?g

SbmA NOL 6 of 11 21 Dow ft- (3& width)

. 43 A 4.001 a

8
Sewer
shootwo. 6of 1l
4. S. [elth)
1buar ft (3
72 ft. .003 act

9 sew a?,a?

Shed No. 6 of 11
-
zo fmm IL (9 It vAath)
1 Q O .OD44 acres
10 Serwges' ,kasalgg Skeet No. 6 of 11 36 & 0
- 234V (0,005 aeW
11 Road (?oss? SluetNa d ?x1 193 Now #.1(JrV$. 8.5 #k ?t[dt1?
6418. 0403$ acres
309 raftr & (2 &. W MA)
12 Road croft ShW loo. 7 of l l 618 0 (0.014 a+aa)
525 f O (0.01 aceea) of
hApdkdowwelthou
11 CMWCOW offcddeiial SbhMNo. 7 of] 1 110 l%r IL (avg. 2.5 ft. width)
fimadafta, btdlft pads cued 273 $ (OM6 awes)

14 fames
Road CM$ tng
Sheet M. 7 of l l
SG liaset ft.s(avg. 2.5 A. ?vidk}?)
125 fk. O.003 !gMj
15 GaaattriCtlo? of sidemtlsl Sheaf No. 7 of 11 170 UNar fL (avg. 2.5 ft
bWkbg pled: and
d 425 0(0.01 :stet)
aV,ta
a?
1
?66x 11r ?
=A& WACT$: 6.22 4ft,s O-N-acaer
TAMESOF FR10 M WE, LAIM McAC'l`S
FR+CfB?A?TG ? R,?S81?'1'B?I? ABC. :nay:
,o?eaweaw emruaTOAn°a Amos- flaalsolilb` Wa
l+loi a ??: liia 0i?ol a7fd?9i? "Im S"
91014;00•a zlvz# On mm aNsn MOL8616 st:60 Qooe.61'100
90'd J96T6 9v=60 -61-170
ST'I'S LOCdVrION MAP SCALA
Ad@MW *m u*W 7.s )A!w • TWV*4-MM- d o $OW 20' 30W
nwY, NC*dwod IM; „ t99i
pAoanyired ?n l9tf, ?' I °20W
"Gee?le.el,?1?41M? 1973 nv;M?e?i9bl. --
eINCE '.- POW UM .r --
FROEMUNG & ROBERTSON, INC. ixomo t l??ra?s.ea?,a:lo?
4Ed7£CHN[CW,?EA IR4 NTµ idAtKpfuB LOCA7117Qr _ ?Q4r*?+rolW.1Jo
w"NFERS-Mod imias I?RIRw hro:..
3 ?O N?>a? Sena, bM' R?'bM? C1/OIIna7?60d pptAy/ ? _ -..?...? « CNSCK?d,__
0-0 141p?>22R•241?: p: (914?1cti.}75j uw7F.: V/h4 !M N.li 1' a 2 000' fil<Fxy No 2 wf 1
sia1400'd IfV24 on zvx zoysn CZ899LO616 CZ!60 OOaaAVIDO
OCT.19'2000 09:28 4198765623 USACC RAL REG
a
V ?
A
ANL
1
•
,SIT ?. .?
w
S2i41 P,OQ7I016
10b'
dop !? 1 r ! N i 1 ' f ¦ r !, !
r 1%
1 i
f 1 1' ? 1 ! 1 1
I'''I ?. •
ir It
Ir-
•
1' ? 1 1 1 f 1 ? ,•j ` I ?
1 1 1 . ' 1 • 1
? ? ! 1 ' 1 1 1 f • ! ? ? I ? ?
'??y. }? i 7 1 1 1 I f 1 i t 1 •1 j
rl • t . 1
1 1'• 1 14 r¦ 1• i 1
f • 1 ? a 1
w .r
OCT-i4-29 0 09:47 9198765823 P,07
80'd %L6 Eaes%as% e7 :10 a m-SL-ioa
f
77,
?40
A EGETATIVE SHE
INlP Y
?Q L C OF ? r el F^fi-CL A K E E O §IN
OOF
w J,
QQIN 06D r ?~
? w i ? s• 1? r r r
• A ? a * f
C EL
Y
r• ? r ?
N
1 r ? ~ I
w ? 1 r »
! ti
r t i 1 f¦
1 +
m 46
IN \ Y t ?? Y
? +¦ ? + ? r \\\111\\\ •
` ? r! tt r ? i
al K
? \` r r
f 1 ¦
1 R
r• ? ? \ r a
Y
W Y %
Puep"ov R*od Crossieg lb Barn Fli.
so* shalt K", 8 s 9 of ri for crass ssetim views.
. b DETAL VIEW
CLIENTI Mosrisvilo. SIX
PAOe"(; & IB[mRTSW?( ?QTG_ PROJECT+ 8r?sk«nrSd " Sub WbA
Ci0'T[9MMG'L . lNYMION • NA'iC?Y.i
we A mw We-f isved. Nerth Coro6"a
??s • ??
?Or1ER RJiMGplp rrARs OF S?+Ot.?1`
s,e + 1. Meru, ?oa,o 2n03 F16R PROJECT itio.f AGO-H3
tr Oi a Ys+r r anl s?s"?a?s+ DATC. TOO SCAUP V-120' SHEET No,, 4 of 11
5iolBO4?a ZFFZs1 t9v m M911 f8899LB61b 62'-60 0o0F,6T's=
ocr.1412000 09:30 9198755823 USACE RAL REG
?z4?1 P.OD9J015
I i
Y
?.
1? ol tl-
MIS

1,:P,-l
OCT-19-1
R I
r?
? w
t7 ?
,, w f? A? r r?
I
r y 'r J
dPo .0
04 rJ /I
r
F r1ril 0
1
02.0
-I1 2

I .
!000 ?3? 4B 9198766@3 9'Pr
ffI,
I
ror?
i 1
Fl. R6
OCT.19'2000 09131 9198785823 USACE RAL REG
42441 P-0101015
FEW
isk
r
r+
at j•.
7 11
M
L?
;U dM&
'? e• '? 'r ?° Q W ? ? f
m
w -?cn
? • { ?r M
.. (5 a 1 "R
LA - U)
J4 If

10
f
O

v
$IIL ..
OCT-19-20M 09-49 9198765823 91%
rr
?r
• 1
P.10
1
1
I
=.19'2000 0901 91907850V USACE RhL RBG
x$441 P.0xft015
O
d
Q
r?
LP
2.1
is 19

z?
4

.r
"?"; 10.1
00
0
O 4
m
?. yrr

fi f
i
I?
I ?
Jim 0-- OCT•19-20091 09.'M

919 ssm 9'n:
?r
-t Awql
ql

? f
?j
I
t
r
J ?
"r
I
1
-sy
.40;
,Il 1.
II
1
P.11
OCT.1912000 09:32 9199165923 USACB RAL REG
02«1 F-0121015
tit

i 1 : f

1 I
? r?
?•r , I ? I F 'I ? ? I ? ? , a
t ?

+

.M.
.
ca
;

I. p

t
L •
?

•
to /•.t
1 •4?

OGT-19-2{x00 0951 90SMS23 97x
P-12
OM 19'Z044 x4:33 9196765623 USACE ML AEG
,4?
r
i
S .

i
I

#13441 MOMS
OCT-f 9-fe1?0 09:51 919876 973: P.13
• OCT.19'2000 M33 919876SB23 USAC6 RAL R66

oil.
11-11
Jl lelllB
F
Xr ?
r
,r1
V
b
tj
G
n
921x1 e.OH1015

OCT-19-OW 09%51 9196765623 97x PA1
OCT.19'2000 M34 9190765673 USACE Llt RV; U441 P-015/015
r1
R
4
I
i
110
Wca
u
149 9
J
I__H.
gig
?I
" 1
OCT-19-2000 091.52 919arrssm 97X PAS
SINCE
FROEHLING & ROBERTSON, INC.
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
® 310 Hubert St., Raleigh, NC 27603
1881 Telephone: [phone] _
Facsimile: [phone] ="y y '
October 11, 2000
Mr. John Dorney
NCDENR - Division of Water Quality
Wetlands / 401 Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Revised Individual Permit Application
Breckenridge Subdivision
Morrisville, North Carolina
F&R Project No: A66-093
Dear Mr. Domey:
The U. S. Army Corps of Engineers (COE) has reviewed the Individual Permit
Application Report and Supporting Documentation for the Breckenridge Subdivision and has
requested minor changes. Although the information contained in the revised report is almost
identical, the format and the presentation of the drawings and figures has changed. As per a
telephone conversation with Rob of the DWQ on October 6, 2000, enclosed please find two
copies of the revised Individual Permit Application Report and Supporting Documentation for
circulation in the central and regional offices. Also included is a map which highlights the
sections at Breckenridge that will be set aside for preservation.
Morrisville, LLC, has stated that the highlighted areas on the map (outside of the impacts
this permit is applying for) will not be cleared during construction and will remain wooded.
These areas, along with the remaining areas of green space will be deeded over to the
Breckenridge Homeowners Association when the Breckenridge Subdivision is complete. The
deed will place a restriction on the areas set aside for preservation that will prohibit clearing.
This preservation measure will include, but is not limited to approximately 1,700 linear feet of
undisturbed channel with a wooded buffer generally ranging from 30 feet to more than 100 feet
wide. F&R recognizes that due to the project layout demands, a few area of the buffer along the
streams will be within 10 feet of a sewer line or a privately owned lot. F&R also recognizes that
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone]
BRANCHES: ASHEVILLE, NC • ATLANTA, GA • BALTIMORE, MD • CHARLOTTE, INC
CHESAPEAKE, VA • CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC • RALEIGH, NC • ROANOKE, VA • STERLING, VA • WINSTON-SALEM, INC
S I N C E
F&R
this preservation measure will also include several disturbed areas, including areas that have
been temporarily altered by the placement of sewer lines. However, the disturbed areas have not
been considered for mitigation or in the above stated total of 1,700 linear feet of undisturbed
channel with a wooded buffer. The undisturbed channels included in the mitigation package are
the three intermittent channels the flow into the perennial channel.
Please note that the same preservation effort will apply to the areas that will remain wooded
around the proposed lake as shown on sheet No. 4 of 11 in Appendix A of the revised Individual
Permit Application Report.
If you have any questions/comments or require further information, please do not hesitate to
contact us at [phone]. Thank you for all your time, help, and guidance in preparing this
permit application.
Respectfully submitted,
FROEHLING & ROBERTSON, INC.
*Z-7-flA--
Matthew J. Stetter
Environmental Scientist
MJS/DKS: mjs
enclosures:
Revised Individual Permit Application
Map depicting areas to be preserved
r?-J
Daniel K. Schaefer, P.E.
Senior Engineer
NC DENR DWQ 2
Breckenridge Subdivision
October 11, 2000
F&R Project No. A66-093E

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-003
f33 CFR 3251 Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of Information. Send
comments regarding this burden estimate or any other aspect of this collection of Information, Including suggestions for reducing this burden, to
Department of Defense, Washington Headquarters Service Directorate of InformationOperations and Reports, 1216 Jefferson Davis Highway, Suite
1204, Arlington, VA 22202-4302: and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC
20503. Please DO NO RETURN your form to either of those addressee. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, Section 404. Principal Purpose: These laws require permits authorizing activities in, or affecting,
navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged
material for the purpose of dumping it Into ocean waters. Routine Uses: Information provided on this form will be used in evaluating the application
for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit application cannot be
processed nor can a permit be issued.
One set of original drawings or good reproducible :opies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and Instroctioua) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed In full will be returned.
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETEI

AFF4GAIM
5. APPLICANT'S NAME S. AUTHORIZED AGENT'S NAME AND TITLE fan agent Is not nqufnd)
Morrisville LLC (Mr. Gra Methven F&R Inc. - Matthew J. Stetter
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
850 Holcomb Bridge Road, Suite 350 310 Hubert Street
orcross, GA 30092 Raleigh, NC 27603
7. APPLICANT'S PHONE NQ§. WIAREA CODE 10, AGENT'S PHONE NOS-W/AREA CODE
a. Residence a. Residence
b. Business b. Business 919-828-3441
11, STATEMENT OF AUTHORIZATION
I hereby authorize, F&R, Inc. to act in my behalf as my agent In the processing of this application and t(
furnish, upon request, supplemental information in support of this permit application.
t/-?- - e-4-9
APPLICANTS SIGN TURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Breckenridge Subdivision
13. NAME OF WATERBODY, IF KNOWN tit appkabh) 114. PROJECT STREET ADDRESS 111apptlsabtN

unnamed tributary of Kit Creek
6. LOCATION OF PROJECT
Wake NC
COUNTY STATE
I8. OTHER LOCATION DESCRIPTIONS, IF KNOWN, isseinstructions)
see attached report and maps
7. DIRECTIONS TO THE SITE
The proposed Breckenridge Subdivision is located along Old Maynard Road (SR 1632),
approximately 0.5 miles north of its intersection of Koopers Road (SR 1635), in
Morrisville, Wake County, NC (see attached location map).

9 WEML11069189 Mdo's-n.
'41oq Jo sJeeA 9Al; U041 eJOw 1ou peuoslJdwl Jo 000'01, 1 u9410JOw iou peul; eq 11848 'AJius Jo sluewelele welnpn9J; '
Jo 9noppol; 'ssla; Aug ulswoo 01 ewes Oulmoul wewnoop Jo 9ulilim eels; Aus seen Jo sojew Jo suolisluessideJ Jo sluewelels 3uelnpneJ;
Jo snoglioll 'asle; Aus se)lew Jo 4oe; lelJelew a seslnesip Jo 'swe408 ')Ioljl Aus do sJenoa Jo 'sleenuoo 'sel;lslal Allnilllm pug Alaulmoul
ge491S pellun 044 ;o Aoue9e Jo lustuvedep Aue ;o uollalpslJn( 841 ul4lim Jeuuew Aug ul 'Jene04M :1944 9eplnoJd 1001 uollaeS 'O•S'n 8 L ,
•peuels pus lno pelll; useq 994 L 1, joolq ul luewelg3s 041 A WOO pezlJO43ne
Alnp a Aq peuels eq Am 11 Ja (woolldde) A1IAIlae pesodoJd eyi s lalJepun of 29JIBep 04M uasJed 844 Aq peuels eq lsnw uollsolldde 041
31V0 1N30V d 3 n1VNDIS 3140 1NVOI1ddV d0 3vin1VNDIS '
'luealldde eyi ;o iue9e pezlJOyine Alnp
94192 Bulio9 we Jo uleJ94 pegIiWlio 1 M vl pun of A41JOy1no 941 ssessod 11841 A;13Jeo Je4vn; I sivinoov pus sleldwoo 91 uolleolidde
8141 ul uallvwJO;ul 9414041 A;11Jeo I •uollsolldde 8144 ul peglJasop JIJOM 041 ezlJO44ne of 93IwJed Jo 31wJed g Jb; spew Ag9Je4 el uoli9allddV '9Z
silwJed uleld pool; pus Eulpllnq 'Culuoz of peiolJ4soi 1ou 91 ing epnloul P1naM„'

031N30 31V0 03AOdddV 31Va 0311ddV 31V0 ! awm NOI1VOldliN301 r1VA0HddV 3dAl AON39V
•uolleallddV 9141 ul peglJOSe(3 )IJOM Jo; 991000OV 19001 Jo e101S 'IeJepe3 J0410 wOJ; penleoey 9lelue0/g18AOJddV Jo suolleol;I4JeO J8410 ;0181'1 '9Z 1
• saaumo '
Rlaadoad guTuTo[ps go 19TT alaTdmoo s ao; laodaa pagoslls uT tZ xooTg uoTloas aaS
'(1811 leluewelddns a 40ail9 esgold '
'sJe4 peJe3us eq u9o ue41 slaw ;I) ApogJe4sM e44 sulo{pV AlJedOJd 9804M '•013 'seesse-I 'sJeumo AlJedcud 9ululo(pV ;o sesseJppV -t Z
)IWOM (13131dW03 31-11391dOS30 'S3A dl = ON soA 2e4eldwoO ApoojlV lioM 844;o uoluod AuV el •EZ ,
(•uoTldTaosap aATsuagaadmoo s ao; laodaa pagoslls uT ZZ xooTg uoTloaS aaS)
ffmw 1814 «s/ POIIIA sJe1eM J9440 Jo epuelleM ;o sOJaV ul eaJV eoe;JnS •ZZ'
(•uoTldTaosap aATsuagaadmoa•s aoj laodaa pagoslls uT TZ -looTg uoTloas aaS)
spivA olgnO ul edAl 4083 ;o lunowV 841 pus peeJ94391Q 6u1e9 Ie1J010W ;a (9)edAl ' L Z'
(•uoTl Tao9ap aATsuagaadmoo s ao3 laodaa pagoslls uT OZ MOON uoiloaS aaS)
82uTSS0a0 psog 1
eBALIOSIO Jo; (s)uoseed •0Z
(•uoTl Taosap aATsuagaa moo a aoj qao as pagosggB UT 61 ilooTg uoTloaS
SuTsnog TBTIuapTsaa apTAoad
fmv1J2n4mq for loyaud oqi to nodMd Jo uorou oyJ o41iouoa)9sodJnd lae(OJd '61,
(•uoTldTaosap aATsuagaadmoo s aog laodaa pagoslls uT ST NooTg uoTgoas aaS)
uoTsTATpgns TsTluapTsaa go uoTlonalsuoo pasodoad

1
l I I I I I
':`tom I ?y j E I A ? t I: 1 6 a i E i A i, I
i //1 I
I!r l
1
Ali. ? w
C r it I j ?
I
7 O
4?z x? d I it
I
i
g?

L
lop
a. e 1 I?6 /\ J F\ H
2
// o i a
te
O
\ f F I X ?j a -.1 L.
711
I,I? F F '- ? ail i ?I? AI ,l! ? -111?,IE ," )??" ?,?' ?JI`?._ „1 -- ?• ??
P ? CCC
.5 .lea//
% RR/? .i.,? ? F E I I 1 :! I ,I/ F 1 n E = ? ?/ , 1 1 W
'A
r-/7 II?
/?a?? ??•5+ '? '1 /E /? LL'-L-L? ?? /\tii I ?. Y'T? l _ ?l t `\
i?.4 ?`- ??; `I=mo / ? ??_ ? ?_?••, ?l' - - :\?c\<, . J j??//; ?\
LL1
'? I tJ
L,E^I
LLJ
? o
I';I LL b

? I

1 (n
?a

SINCE
196
Iasi
INDIVIDUAL PERMIT APPLICATION REPORT
AND SUPPORTING DOCUMENTATION
BRECKENRIDGE SUBDIVISION
MORRISVILLE, NORTH CAROLINA
F&R PROJECT NO. A66-093E
For.
Morrisville, LLC
3850 Holcomb Bridge Road, Suite 350
Norcross, GA 30092
Prepared By:
Froebling & Robertson, Inc.
310 Hubert Street
Raleigh, North Carolina 27603
Telephone: [phone]
Facsimile: [phone]
Issue Date: September 18, 2000
Revised Date: September 28, 2000
Prepared By:
atthew J after
Environ ntal Scientist
Reviewed By:
<-??j e.
Daniel K. Schaefer, P.E.
Senior Engineer

1

SINCE
F&R
feel
TABLE OF CONTENTS
1.0 INTRODUCTION ...................................................................................................................1
2.0 APPLICATION FOR PERMIT - SUPPLEMENTAL INFORMATION .........................3
2.1 BLOCK 15 - LOCATION .....................................................................................................3
2.2 BLOCK 18- NATURE OF ACTIVITY ....................................................................................3
2.3 BLOCK 19 PROJECT PURPOSE ............................................................:...........................4
2.4 BLOCK 20- REASON(S) FOR DISCHARGE ......................................................................... 4
2.5 BLOCK 21-TYPES OF MATERIALS USED ...........................................................................4
2.6 BLOCK 22 - IMPAcrs .......................................................................................................5
2.7 BLOCK 24 - LIST OF ADJOINING PROPERTY OWNERS .....................................................7
3.0 AVOIDANCE AND NIINEV IZATION .................................................................................8
3.1 No PRACTICAL ALTERNATIVE ANALYSIS ........................................................................8
3.2 MINIIVIImmw ANALYSIS ..................................................................................................9
4.0 COMPENSATORY MITIGATION .....................................................................................9
4.1 ON-SITE MITIGATION .....................................................................................................10
4.2 OFF-Sm MITIGATION .....................................................................................................11
APPENDICES
APPENDIX A - Figures
L

1

L
[l

u
u

SINCE
F&R
18.,
INDIVIDUAL PERMIT APPLICATION REPORT
AND SUPPORTING DOCUMENTATION
BRECKENRIDGE SUBDIVISION
MORRISVILLE, NORTH CAROLINA
1.0 INTRODUCTION
Froehling & Robertson, Inc. (F&R) has been contracted by Morrisville,, LLC (the current
property owner) to proceed on the Owner's behalf as the Owner's agent for wetland consulting
and permitting issues pertaining to the residential development of the approximately 215 acre
Breckenridge Subdivision located in Morrisville, Wake County, North Carolina.
Morrisville, LLC is submitting this application to the Department of the Army for a permit
to discharge fill material into wetlands and unnamed intermittent and perennial tributaries of Kit
Creek. Approximately 0.01 acres of wetlands and approximately 1,662 linear feet (approximately
0.13 acres) of intermittent and perennial channel are proposed to be impacted. The purpose of the
discharge is primarily for road crossings in connection with residential development associated with
Breckenridge Subdivision and temporary stream impacts associated with sewer line crossings. The
unavoidable stream impacts associated with this project have been balanced by minimizing impacts as
much as practical as well as proposing a compensatory mitigation plan.
The wetlands and "Other Waters of the United States" have been delineated by Soil &
Environmental Consultants (S&EC) and verified by Mr. Todd Tugwell of the U.S. Army Corps of
Engineers (COE) on October, 29, 1998. The wetlands located on the project site consist of four
unnamed intermittent and one perennial tributary of Kit Creek, as well as three other small areas of
wetlands. The three small areas of wetlands total approximately 5, 500ft 2 or 0.13-acres in size.
F&R performed a site
of the project site on June 13, 2000, and observed the
four intermittent channels. The intermittent channels exhibited a strong continuous bed & bank
with moderate differentiation in channel substrate from the surrounding soils. The intermittent
channels were dry eventhough the area had experienced average rainfall recently. Large quantities
of leaf litter and a few terrestrial plants were observed in the intermittent channels. The channels
Morrisville, LLC September 18, 2000
Breckenridge Subdivision l revised date: September 28, 2000
Individual Permit Application F&R Project No. A66 - 093E

SINCE
(98
1881
were not particularly sinuous, and riffle pool structures, undercut banks and other in-stream
habitat structures were not observed. The COE has determined that the unnamed intermittent
tributaries do not perform important aquatic functions and have been classified by the COE as
"unimportant", or not requiring compensatory mitigation for impacts.
The perennial channel exhibited a strong continuous bed & bank with stronger
differentiation in channel substrate from the surrounding soils than the aforementioned
intermittent channels. The channel was flowing and contained little, if any, leaf litter. The
channel is sinuous and does contain undercut banks and other in-stream habitat structures,
however, riffle pool structures were not observed. The NCDENR - Division of Water Quality
(DWQ) Classification for the perennial stream is Class C and is furthermore classified by the COE
as performing "important" aquatic functions, therefore requiring mitigation for impacts. The
unnamed perennial stream is also mapped by the U.S. Fish and Wildlife Service on the National
Wetlands Inventory Map as a stream through a bottomland forest where the streamflow is
moderate and alluvium is fairly well drained.
The project site is located within the Cape Fear River Basin and all of the streams are
located outside of the Jordan Lake Reservoir Protection Area with the exception of one
intermittent stream. The intermittent stream located on the western most portion of the project
site adjacent to Old Maynard Road is located within the Jordan Lake Reservoir Protection Area.
F&R has initiated preliminary discussions with the COE and the DWQ. On July 12, 2000,
F&R met with Mr. Todd Tugwell of the COE and on July 17, 2000, F&R met with Ms. Beth
Barnes of the DWQ to discuss such topics as avoidance, minimization, and mitigation
requirements for the current phase of development. F&R has since had several additional
telephone conversations and/or meetings with both Mr. Tugwell, Ms. Barnes, and other members
of the DWQ concerning the Breckenridge project. Based on preliminary conversations, impacts
to the channel classified as "important" will be mitigated for at a 1:1 ratio. Of the 1,662 linear
feet of stream impacts, only 467 linear feet are to the channel classified as "important". The
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 2 revised date: September 28, 2000
Individual Permit Application F&R Project No. A66 - 093E

1
SINCE
1 F&R
,a.,
1 remained of the impacts are to "unimportant" intermittent channels and/or are considered
temporary impacts.
1 Morrisville, LLC recognizes the need for mitigation to compensate for the unavoidable
long tern impacts to streams performing important aquatic functions. In their commitment to
1 having an environmentally responsible project, Morrisville, LLC is incorporating on-site
mitigation measures (i.e. wooded buffers for streams, deed restrictions on, green space and
1 construction of vegetative shelves in the proposed lake) to lessen impacts. F&R has also
contacted the North Carolina Wetlands Restoration Program (NCWRP) on behalf of Morrisville,
' LLC to request that the NCWRP provide mitigation for the unavoidable impacts to streams
1 performing important aquatic functions. In a letter dated September 8, 2000, the NCWRP has
agreed to provide up to 467 linear feet of stream restoration for impacts to "important" channels
1 associated with the project.
While no portion of the work impacting wetlands or "Other Waters of the United States"
1 outlined in this application has begun, an earlier phase of the project which was previously
permitted has commenced. The earlier phase of the project was previously permitted under COE
Nationwide Permit Nos. 12, 13 and 26, dated June 6, 2000 (COE Project Nos. 200020223 - 4
and 200020538) and received 401 certification from the DWQ on February 3, 2000 (DWQ No.
1 991282).
1 2.0 APPLICATION FOR PERMIT - SUPPLEMENTAL INFORMATION

Due to the amount of space allotted on the Application for Department of the Army Permit and
the complexity of some of the answers, the following information is provided to offer a more complete
response to the questions contained on the permit application. The section numbers correspond to the
item sections located on the permit application.
2.1 BLOCK 15 - LOCATION
Breckenridge Subdivision is approximately 215 acres of mostly undeveloped wooded land
located along Old Maynard Road (SR 1632) approximately 0.5 miles north of its intersection with
Koopers Road (SR 1635) in Morrisville, Wake County, North Carolina. The project site is located at
MOrrisVille, LLC September 18, 2000
Breckenridge Subdivision 3 revised date: September 28, 2000
Individual PermitApplication MR Project No. A66- 093E
7

J

SINCE
F&R
m
N35°50' Latitude and W78°51' Longitude as shown on the USGS 7.5-minute quadrangle maps of
"Cary, NC" dated 1973, photorevised 1987 and photoinspected 1988, and "Greenlevel, NC" dated
1973 and photorevised in 1981(see Sheet No. 2 of 11 in Appendix A for site location map).
2.2 BLOCK 18- NATURE OF ACTIVITY
The residential development proposed for Breckenridge Subdivision will require extensive
grading to prepare the site for development. The Breckenridge project will include construction of
single family homes, townhomes, two lakes, recreation areas, as well as incorporate areas of green
space.

7
The unavoidable road crossings and temporary sanitary sewer line channel impacts required for
the project site development have been minimized to the greatest extent practical. Based on
correspondence with Priest, Craven & Associates, the land use consultants for the Breckenridge
project site, the typical road crossing will range from placing a single 36' or 42" diameter reinforced
concrete pipe (RCP) culvert with flared end sections; to placing triple 72" culverts with concrete end
walls in the channel. The culvert will be placed slightly below the current grade of the stream to allow
for maximum water flow. If triple culverts are required, then one culvert will be placed slightly lower
to also allow for maximum water flow through one of the culverts. Each culvert will have rip-rap inlet
protection and rip-rap velocity dissipator outlet protection. Compacted earthern fill will be placed over
the culvert to bring the roadway to the proposed grade. A curb and gutter street section varying from
27 feet to 56 feet in width with a 5 foot wide concrete sidewalk will be constructed upon the fill (see
Sheets No. 8 of 11-11 of 11 for Cross Section Views of Proposed Wetland Impacts in Appendix A).
The typical sanitary sewer line crossing will consist of a narrow excavation (typically less than 5 feet
wide) to install an 8 inch ductile iron pipe (DIP) and backfilling with the excavated earthen materials.
The mechanical equipment used during the constriction of the project site will include
conventional earth moving equipment used during residential development such as excavators,
bulldozers, compactors, pans, and other conventional earthwork construction equipment.
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 4 revised date: September 28, 2000
Individual Permit Application MR Project No. A66 - 093E

81 NCC
(98
1881
2.3 BLOCK 19 - PROJECT PURPOSE
The Research Triangle Park (RTP) area is experiencing an enormous amount of growth.
There is a strong demand for housing in the RTP area. Morrisville, LLC is helping to meet this need by
providing an environmentally responsible mixed residential development for the RTP area. It is our
belief that the proposed project, along with the approved Storm Water and Erosion Control
Management Plans and the stream mitigation efforts, will not have a negative effect on water quality or
contribute to the cumulative loss of Jurisdictional Waters of the United States.
The date for this phase of the project, described in this application, to start has passed.
Morrisville, LLC is currently delaying the start date for this project until receiving a 404 permit from
the COE and a 401 Certification from the DWQ. The scheduled date to complete the project is
currently three months after receipt of permit.
2.4 BLOCK 20- REASON(S) FOR DISCHARGE
The stream crossings shown on the wetland impacts maps in Appendix B are needed to
maintain adequate vehicle access and circulation, to provide emergency vehicle access, as well as
adequately sewer the proposed residential development. These stream crossings are also needed to
meet the requirements imposed by the Town of Morrisville. The road crossings are required for
accessing large portions of the project site, which without access would make developing the site
economically unfeasible and subtract from the project purpose of meeting RTP's need for housing.
The number and placement of sanitary sewer crossings has been scrutinized in great detail, and
based on correspondence with Priest, Craven & Associates, the topography and location of the streams
causes more stream crossing then may be initially anticipated. Based on their experience, the proposed
location of sewer line will minimize the overall disturbance to the stream and the bank on each side of
the channel.
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 5 revised date: September 28, 2000
Individual PermitApplicatlon F&R Project No. A66- 093E

1 SINCE
1 F&R
1 2.5 BLOCK 21 - TYPES OF MATERIALS USED
The types of materials used in the construction of the road crossings and sewer crossings
' will include RCP, DIP, rip-rap, geotextile fabrics, onsite soils and other conventional construction
materials.
2.6 BLOCK 22 - IMPACTS
The proposed wetland impacts have been numerically designated on a table shown on Sheet
' No. 1 of 11 in Appendix A and have been keyed to the Wetland Impacts Map located on Sheet No. 3
of 11 also included in Appendix A. The wetland impacts table includes the reason for impact (e.g. road
' crossing, sewer line, etc...) and the size of the impact including channel length, width and area
1 impacted.
The purpose of the discharge is primarily for road crossings in connection with residential
1 development associated with Breckenridge Subdivision and temporary stream impacts associated with
sewer be crossings. However, a small portion of the proposed impacts are necessary for the
construction of residential foundations, building pads and attendant features (see Sheet No. 7 of 11 in
Appendix A for illustration). The impacts associated with the construction of residential foundations,
' building pads and attendant features will account for approximately 5% of the total impacts and have
been restricted to streams which do not perform "important" aquatic functions.
' Unavoidable impacts to streams, especially the perennial stream, have been carefully
1 minimized to the furthest extent practical while still allowing for an economically -feasible project.
Impacts to the perennial stream or the "important" channel have been limited to 467 linear feet
1 (see Sheets No. 5 and 6 of 11 in Appendix A). Furthermore, significant mitigation measures have
been proposed to offset the unavoidable impacts to the important aquatic value of the stream
' channels.
The Breckenridge project will also require the flooding of approximately 1,100 linear feet
1 of intermittent stream channel to construct the required storm water management lake located
southeast of Wetland Impact No. 1 as shown on Sheet No. 4 of 11 in Appendix A. The surface
' area of the proposed lake will encompass approximately 2.6 acres. The lake depth will range
' Morrisvik UC September 18, 2000
Breckenridge Subdivision 6 revised date: September 28, 2000
Individual Permit Application MR Project No. A66 - 093E
1
SINCE
1 F&R
,a e,
' from approximately 1 foot, near the proposed vegetative to a maximum depth of approximately
18 feet near the center.
2.7 BLOCK 24 - LIST OF ADJOINING PROPERTY OWNERS
1) Wilhelm Roeben
' c/o Triangle Brick Company 10) Thomas Leon and Barbara B. Pierce
6523 Apex Highway 1628 Old Maynard Road
' Durham, North Carolina 27713 Morrisville, North Carolina 27560-8874
2) Research Triangle Foundation 11) Mark A. and Sue H. Bradford
P.O. Box 12255 1608 Old Maynard Road
Durham, North Carolina 27709-2255 Morrisville, North Carolina 27560-8874
' 3) Margaret Boyd 12) Eva Maynard
c/o Randy Williams 1600 Old Maynard Road
1909 Old Maynard Road Morrisville, North Carolina 27560-8874
Morrisville, North Carolina 27560-8881
13) Pulte Home Corporation
4) Clarence Gaston Herndon 401 Harrison Oaks Boulevard, Suite 250
' 18 Elaine Circle Cary, North Carolina 27513
Durham, North Carolina 27703-2509
' 5) Lewis W. and Winifred V. Seagondollar
6853 W. Lake Anne Drive
Raleigh, North Carolina 27612-7219
6) KTL Investments
5004 Buffaloe Road
Raleigh, North Carolina 27616-6002
' 7) Edmond R. Badham
1801 Old Maynard Road
Morrisville, North Carolina 27560-8879
' 8) Ernest Grindle
1721 Old Maynard Road
' Morrisville, North Carolina 27560-8877
9) Rosemarie G. Stanley
' 1709 Old Maynard Road
Morrisville, North Carolina 27560-8877
' Morrisville, LLC
Breckenridge Subdivision September 18, 2000
7 revised date: September 28, 2000

I Individual PermitAppltcation F&R Project No. A66- 093E

1

r

n

SINCE
F&R
3.0 AVOIDANCE AND MINIMIZATION
3.1 No PRACTICAL ALTERNATIVE ANALYSIS
Several alternatives were considered to avoid the proposed stream impacts, including a no
project alternative. Due to the engineering, grading and planning requirements, as well as the need
to utilize the land in an efficient manor, the impacts to the streams located on the Breckenridge
project site can not be avoided.
The "no project alternative" was considered, however, this alternative would not help
meet the housing needs of the RTP area or be economically beneficial. The preliminary plan for
Breckenridge Subdivision did not include road crossings at Impact Nos. 2 and 3 as depicted on
sheet No. 5 of 11 located in Appendix A. Impact No. 2 is being required by the Morrisville
Planning Department for safety and traffic flow reasons and Impact No. 3 is required to allow for
access to a proposed thourghfare planned for developed north of the project site. Based on
discussions with Ms. Mary Beerman of the Town of Morrisville Planning Department and a letter
from Ms. Beerman to Mr. Todd Tugwell dated August 16, 2000, concerning avoidance of stream
impacts, the Breckenridge Subdivision is designed to minimize the impacts to stream channels
while still maintaining adequate traffic access and circulation. Ms. Beerman stated she reviewed
the plan again in light of the concern over number of stream crossings, however, Ms. Beerman
could not envision any alternate subdivision designs that would reduce the number of stream
crossings.
The number and placement of sanitary sewer crossings has been scrutinized in great detail, and
based on correspondence with Priest, Craven & Associates, the topography and location of the streams
causes more stream crossing then may be initially anticipated. The perennial channel is bound on one
side by a steep bluff and a less steep area on the other, furthermore, the steep bluff is not consistently
on the same side of the channel. Priest, Craven & Associates has stated that, based on their experience,
the location of the manholes and sewer line on the flatter side of the channel will minimize the overall
disturbance to the stream and the bank on each side. Also, three other intermittent streams divide
Breckenridge into four separate development areas, each needing to be sewered. Therefore, requiring
additional channel impacts.
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 8 revised date: September 28, 2000
Individual Permit Application F&R Project No. A66 - 093E

1

L

SINCE
(98
Iasi
3.2 Nt[NINIIZATION ANALYSIS
Based on correspondence with Priest, Craven & Associates, the relatively steep topography
(10 - 15 % range) and the Morrisville vertical street design standards (which are more stringent than
most municipalities) are two controlling factors that cause the proposed road grades at the channel
crossings to be larger than the typical road crossing in this region. Therefore, requiring a deeper and
wider fill sections at the channel crossing. Also, the significantly meandering streams cause the length
of the channel impact within the road crossing to be greater than normally anticipated in this region.
The use of retaining walls or head walls was considered as an alternative to minimize the stream
impacts. However, due to the significant meandering of the streams, the negligible reduction in impacts
by using retaining walls does not permit this option to be economically feasible.
As part of F&.R's preliminary meetings with the COE and NCDENR, the number and
placement of sanitary sewer crossings has been discussed. Priest, Craven & Associates has
reevaluated the sanitary sewer line layout in an effort to limit the amount of disturbance caused by
the channel crossings. Based on Priest, Craven & Associates reevaluation, two of the proposed
sewer line crossings located near Impact No. 10 and illustrated on Sheet No. 6 of 11 have been
eliminated. The sewer line will now cross at a proposed road crossing thereby lessening the sewer
line impacts by 51 linear feet. However, no other option to the proposed sewer layout has been
plausible.
4.0 COMPENSATORY MITIGATION
Morrisville, LLC recognizes the need for mitigation to compensate for the unavoidable
impacts to streams performing important aquatic functions. In their commitment to having an
environmentally responsible project, Morrisville, LLC is incorporating onsite mitigation measures
(i.e. wooded buffers for streams, deed restrictions on green space and construction of vegetative
shelves in the proposed lake) to lessen the unavoidable impacts. The remained of the stream
mitigation will be provided by payment to the NCWRP in accordance with 15A NCAC 2R.0402
to satisfy the compensatory mitigation requirements under 15A NCAC 2H .0506(h).
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 9 revised date: September 28, 2000
Individual PermitAppllcation F&.RProject No. A66- 093E

L

SINCE
F&R
1881
4.1 ON-SITE MITIGATION MEASURES
Morrisville, LLC is proposing to provide stream/buffer preservation to mitigate for 10 %
of the 467 linear feet of impacts to steams providing "important" water quality functions. The
undeveloped areas shown on the Wetland Impact Map located on Sheet No. 3 of 11 in Appendix
A will remain in a naturally wooded state. After development of the subdivision is complete,
Morrisville, LLC will deed the stream channels and associated green space to the Breckenridge
Homeowners Association. The deed transferring the stream channels and associated green space
to the homeowners association will contain restrictions that the areas remain wooded and are not
to be cleared. This preservation measure will include, but is not limited to approximately 1,700
linear feet of undisturbed channel with a wooded buffer generally ranging from 30 feet to 100+
feet wide. F&R recognizes that due to the project layout demands, a few area of the buffer along
the streams will be within 10 feet of a sewer line or a privately owned lot. F&R also recognizes
that this preservation measure will also include several disturbed areas, including areas that have
been temporarily altered by the placement of sewer lines. However, the disturbed areas have not
been considered for mitigation or in the above stated total of 1,700 linear feet of undisturbed
channel with a wooded buffer.
This act of preservation will also be applied to the proposed lake as shown on the Sheet
No. 4 of 11 in Appendix A. A vegetation buffer will be established around the proposed pond.
The vegetative buffer will include approximately 40% wooded areas which will not be cleared
during construction and will be restricted from clearing in the future by means of a deed
restriction.

Morrisville, LLC is further compensating for unavoidable losses to wetland resources by
establishing a vegetative shelf around approximately 50% of the proposed lake as illustrated on
Sheet No. 4 of 11 in Appendix A. The shelf will consist of an approximately 5 foot wide shelf
sloping to approximately 1 foot deep and will be allowed to become naturally vegetated. This
vegetative shelf will help reduce the amount of sediment being deposited into the lake and lower
the amount of nutrients, available to algae, thereby lowering the occurrence of algae blooms.
Morrisville, LLC September 18, 2000
Breckenridge Subdivision 10 revised date. September 2A 2000
Individual PermitApplicatlon F&R Project No. A66- 093E

SINCE
1 F&R
1 4.2 OFF-SITE MITIGATION MEASURES
F&R has contacted the North Carolina Wetlands Restoration Program (NCWRP) on
1 behalf of Morrisville, LLC, to request that the NCWRP provide mitigation for the unavoidable
impacts to streams performing important aquatic functions. In a letter dated September 8, 2000,
1 the NCWRP has agreed to provide up to 467 linear feet of stream restoration for impacts
' associated with the project.
The remained of the stream mitigation not covered by Morrisville, LLC's on-site
1 mitigation efforts (421 linear feet of "important" channel impacts) will be provided by payment to
the NCWRP in accordance with 15A NCAC 2R.0402 to satisfy the compensatory mitigation
1 requirements under 15A NCAC 2H.0506(h).

u

1 MorrisvUle, LW September 18, 2000
Breckenridge Subdivision 1 1 revised date. September 28, 2000
Individual Permit Application F&R Project No. A66 - 093E
i

C

n

u

BINGE
F&R
Iasi
APPENDIX A - FIGURES

TABLE No. 1: PROPOSED WETLAND IMPACTS
Impact Type of Impact Impact Illustrated on Channel Impact
width and area)
(channel length
No. ,
1 Road Crossing/Dam Sheet No. 4 of 11 2301inear 0. (3 ft. width)
690 ft. (0.016 acres)
2 Road Crossing Sheet No. 5 of 11 274 linear ft. (3ft. width)
822 ft.2 0.019 acres
151 linear ft. (2 ft. width)
3 Road Crossing Sheet No. 5 of 11 302 ft.2 0.007 acres
4 Sewer Crossing Sheet No. 5 of 11 261inea2 ft. (3 ft. width)
02
acres
78 ft. Q.0
5 Sewer Crossing Sheet No. 5 of 11 27 linear ft. (3 ft. width)
002
2 0
acres
.
81 ft.
6 Sewer Crossing Sheet No. 5 of 11 31 linear ft. (3 ft. width)
002
2 0
ft
acres
.
93
.
21 linear ft. (3 ft. width)
7 Sewer Crossing Sheet No. 6 of 11 63 ft.2 0.001 acres
241inear ft. (3 ft. width)
8 Sewer Crossing Sheet No. 6of 11 72 ft. 0.002 acres
20 linear ft. (9 ft. width)
9 Sewer Crossing Sheet No. 6 of 11 180 ft. 0.004 acres
261inear ft. (9 ft. width)
10 Sewer Crossing Sheet No. 6 of 11 234 ft. 0.005 acres
193 linear ft. (avg. 8.5 ft. width)
11 Road Crossing Sheet No. 6 of 11 1,641 ft.2 0.03 8 acres
309 linear ft. (2 ft. width)
12 Road Crossing Sheet No. 7 of 11 618 ft.2 (0.014 acres)

525 ft.2 (0.01 acres) of
Jurisdictional Wetlands
13 Construction of residential Sheet No. 7 of 11 110 linear ft. (avg. 2.5 ft. width)
foundations, building pads and 275 ft.2 (0.006 acres)
attendant features
50 linear ft. (avg. 2.5 ft. width)
14 Road Crossing Sheet No. 7 of 11 125 ft.2 0.003 acres
15 Construction of residential Sheet No. 7 of 11 170 linear ft. (avg. 2.5 ft. width)
foundations, building pads and 425 ft.2 (0.01 acres)
attendant features
1,66
i linear ft.
TOTAL IMPACTS:
6,224ft. 0.14-acres
TABLE OF PROPOSED WETLAND IMPACTS
SINCE CLIENT: Pulte Home Co ration
FROEHLING & ROBERTSON, INC. PROJECT: Breckenridge Subdivision
GEOTECHNICAL*ENVIRONMENTAL• MATERIALS LOCATION: Morrisville, North Carolina
ENGINEERS-LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE" F&R PROJECT No.: A66-093
310 Hubert Street, Raleigh, North Carolina 27603 DRAWN. CHECKED:
®
1881 [phone]; Fax: [phone] DATE: 9/00 SCALE: SHEET No.: 1 of 20

C•. ?? ?,
? %f?t
;T{ZJAK(
}

,
• ?)-.? ?
?
? .:? :mac -
?Hzl
: i?'Fl
?
, '??
?? - ?
?
,
z r,\ \ s
Creek

35 { ! y , t?tl
/ ,! , + _ ?
i;? ,' {• -- i ?..?/ lt-?' ,` t?l• ,
;?,/??? y ?"!/ a ??l S ~ ?? ? ,? `\?1
? (L`?,? ?? ta 1, Z.,)+ ?,. •- /?
?, ? '? V',:
1 'eiii„'r`id a ;P b; eat Site

C _1<1
r
01 14

\•

r.-l / l
f
? tl- ? ' !

'? O/% 5 'f?,' /

'n ? ? f-

? f? lit
'

'-!i I \\ i?',
X50 \ `,. ?^.'\ ?
• ? _.' ? ?6 (?. ?? f
I ? Ai -- -\i `r-?,?(
`???\'1 ?f ??. :
'? \ 4'1
_
'.? ?, ?ir I'll /?,? - \`? •,? t' ?:'1,?` \?. ? '?, ,•,y '..;

`
pi •
•` ?
? ? '
`
.-.? ? -?=-$r
a . -Y?
?, ? %
% .,.
\ ?
t
i. SS 40
mr . ; i , +? t ,
{fd ::."A.. '?` Ifs 1? /
? 1
? ? ? ti?
., =
' -
• ' '\

SITE LOC ATION MAP
Adapted fr om USGS 7.5 Minute TopographicNaps o f
0 SCALE
1000' 2000' 3000'
"Cary, NC"
"Greenleve dated 1973; p
i, NC" dated 1 hotorevised in 1987, photoi
973; photorevised in 1981. nspected in 1988 and _
1 2000
SINCE CLIENT: Pulte Home Corporation
FROEHLING & ROBERTSON, INC. PROJECT: Breckenridge Subdivision
GEOTECHNICAL-ENVIRONMENTAL- MATERIALS LOCATION: Morrisville, North Carolina
ENGINEERS-LABORATORIES
: A66-093
" F&R PROJECT No
.
"OVER ONE HUNDRED YEARS OF SERVICE
® 310 Hubert Street, Raleigh, North Carolina 27603 DRAWN: CHECKED:
[phone]; Fax: [phone]
"
'
SHEET NO.:2 of 11
= 2,000
DATE: 9/00 SCALE: I
1881
/
I ,
y
/
1/ \
1
I '
i i
1
1
1
?
1 1 1
Y t

I ? 1
1

,
ny
1
' ? , , 1
¦
,
O
1 ,
Y 1 I
1
•'
?& 1
I
7
v ¦ i 1

._ A
___ , Y • A
. y
A \, A
a A ,
1

-re--Ak ?-?nUIV
1 0 0
14 }}v? ? ..
x 0.
I
///Ay / ? I I I ? -? o ? w
W N
/ / I Q V
wa N I
? I o
„ / I o 0 0 0
1 It 0
1 > U n
L) 0. Z
/ 1 1 aq " i 1 1 1 1 l \ 3 ..
tee; 1 i ?1 " `?,? / , i i 1 ? , / t , ? , •/ `o m ? w o
a- 9 no: 00 as:
• 1 i ? y?? 1 7 // '
CJ n
441
s l ?•,
A ? . n pp?? y
1
Jill
?!?
it LLJ
.. ? I 1 1 11' ?
?.i?
f?l A 1 7 , 1 1 _ 1 , 1? ?
oil* -1 1
I ,// ••---/777
Z7,/'

j/
\\ r i
1 ,
a°
O I Q) a
z a°
?a ,
a
0,
N C v
0
VI ID
° U n
C,? n n
I ^ O o,'u
w c
NO a"1 I
O °a
C
++ .. E u
N _ o
N ° YU
U ou
to a`

'1 1
1 I
I `\
1
/ IV1
1 6?P
1 - -7 7
? \ V
' 0 , P JP
e e a
?? / ?\Q? t a a 4
Q / VEGETATIVE
IMPA T No. 1, 0 SHE
230 L OF P R o
ROAD CRWS, §l1VG
l
1jd0 /LF OF
CHANNEL
OODIN
r 1
Ik?
? w i 1
1
r 1
f n
w i
i m
?'Z
IF REMAIN
ED 61 r

ST AM
CH EL r 1
r? 0e '
r 1.1 u r
w
w \ ,?
w 1
rt 1 a4 ea
w \ \
\ w r \ r
wa ra \ /
\ \ w \ 37
w \
\ w \
\ w \ \ r
\ w ,
\ rr , 4e \ r
\ w
w \ 41
1f \
\
w \ \ 42
14
N
\ \ ww to ? _
\ r'
w \
\
rt \ tw ?
w
\ \ Ne \\ ? r m
\ \ w
\ \ N7
w
1
Purpose: Road Crossing & Dam Fill.
See Sheet Nos. 8 & 9 of 11 for cross section views.
Adapted from drawings prepared by
Priest, Craven 6 Associates
SINCE FROEHLING & ROBERTSON, INC.
/?^ GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
I{. K ENGINEERS • LABORATORIES
'OVER ONE HUNDRED YEARS OF SERVICE'
r 310 Hubert Street, Raleigh, North Carolina 27603
ufet [phone]; Fax: [phone]
DETAIL VIEW
CLIENT: Morrisville, LLC
PROJECT: Breckenridge Subdivision
LOCATION: Morrisville, North Carolina
F&R PROJECT No.: A66-093
DATE: 9/00 SCALE: 1"-120'
0 60 120
SCALE V-120'
SHEET No.: 4 of 11

r•
u

F

L

l
I
- - --- - - _ I - - I ?-A12ia rT
I f
N

N
o ?

o

ul LO
Ln \ I n_ o
cl N i
R~/ / / jl 1 I rn '
? ol/ / a? ? 1 n I I
S
I
I ?''`-- - - w I I
111 = I V) -- ^ ---- ? ?
II ;Um ---- - ; I I? - -
I
A
1 1 m"'------ co
o
d N tp d 0 O I
N I
\ I
\ I N U/ 1_tr N
N
I / O 4
ee.tr M/a,ss o
133als onand SOdOad - ,\ N J
Z N N w
(?n/•?
04 O V I 1 ?- - -- III ITT ' p o ?M \ c? ".'•:?
1 2? N QN
0 to
Z LL. ry LO
0( P-; LLI
I
F- LLI
Z?z co
Q F d _ Z II / N I N
V) LL.
I I
of Ln
LL- LLJ (7)
/ ' `tq LL I?/ ` 1N31735Y3 _
L.L.J ° I / ' AW11NyS
311 d.or
A? 1. ` L.L? ? J i / I I N /
AT:
04
- - II M I M \`, \\\
M]
---------? w "-----
LLJ
F
(n U
O
z
11J
W
O
C c
O
N O O
0 C14
U
L tq
L 01 =
O
U O z co Q Lyj
rn
Q
C 'j .. V)
O N O
•` Z
U
A L
A m g° F-
m U O
O O
:m ~ Z 0
0
C) ir
z W ¢ a w
O U of H
J x O a Q
U a J Ll O
?U v,
O?
a?oo ,M°om
Obi w.- F N m
O Q °m?v?..
Cz
Gy! ,°,'0 0
?JWyow
z U ..
Z
i-i v W o t N
00
U D
w I
?
W
co a
M1 w
a
N
N
U
C
O
L
- N
?o
.= a
ul J u n
ul L 6w
U 3 Im o
Q7 C qT
(n
O
O ?+ a
E
L °`
N O °
CL °oJ
aO E $?
? Yd

u

J

II f /
n
O Q
v ?5
I A. d2 ^L
4
4 If I I I
o rn I
I I I i ? i i ? n
1
I
---TauoR _
rn T ?-
o
w Q
?
N N I N I a I N
1
1._' 1. _1. .T Q \
\1 C, LLJ LLJ
N I N N i N ' C-4;;' C,4 V/ ??
I
N ? N /
I ?• U) ?.
-C•L? \ - ?" 10
N /
cot f,
A B?w'ot I '?
rT \, N
\ N ?W-N I , N i
C-4 N
? N I N
i???? I cV
N
N
Z
N I O /, O'PUB I SMII'
SEWERE,.?,ILEI
Q
I 8B aC M/a OSN ? J
is an oad ? < J W L / N
LLJ
W
\ cq (n ! /' f Z
\ f W?
V) C)
CS1
I
I ?
.h,

04
I
N
N
U
C
O
7
as N
o
o+ ?
C C
01 J
N `
O N
U ?
-O In
O
O `
0-' O
N O
O 0.
o. E
a' ~
a
a
a
Qu
.5 0
i
o?
o`y
c
o>
o
o U
n r;
u
/
N
O
N
o
m
Y

0
U

/
c' OL
O
z

Lli
W
/ / It U)

?
N
` O
i to N C C
N O
0
O

.r o
N
1
U
J N
2 Z
N
Q W

o
?l y U C
`
\
Z ?// ICi.
N 1 ?
m ?-
U
C)
I N I
^ O W
o O
rn
B
--F
• a-
'
N W
I z
0
EL <
C)
O W

Q
U
U tZ J LL_
LL_ O

Q

N
V

1i d

``
- ,`\ I
u'
0.
CA t
A 1,0
?•
N
t0 i 1(1 to-, N
\
L w
F
n N
9400

--- W C? N
N?.
-
? oc
??
?
J.-- Wyo
ra
W
?
wr?_
TENT
'
?
- ?
xa
W =?T)
z
W ?

/_T
?
?
? FBI Uc9
tm
2z ;;.o
=W ..001

- w W zm
1
/
1
OO
N
10
I to 1 1
N ? I
to to
1 ?1 m W
U

1 C.4 N N
n
• N I N I 1, ey'

•

I ' !l.?rri.i?... ?r i...
11 ?- J7?
1
II
II
I
ri
II
II
1
E

C
F'

4 I I
1111
1?\
I ?kx
?a_ - I M. - - ---- - -
I M M M M
Q Iiii a a
I
I I ? / O
N
/?. LO

/ n
tO
N
/ N \

W M
kr)
rl) N
/ O LL /
A2 Ul)
a
N
N
o '-
W
4
U
O N
M
N
in
Z W
M Q I
/ F-LL. Z M 04
I LO
1:5 IJ `Lg N
L-o
/ Ln
M
0
M
/ v \
O
NM ,
LL,
n z 0
M
\

m n n
n ynj I "?
M I
( I
N
LO
- n_
0
N \ \, \
to N
N N
PI)
7 O
M ? Z
LL- M
n M Q /? \
M C O 0 \ \ \ \ / N
_ Ln 8E
W
W
LL- In
to in /
to \
M /
i 0 1 to
to
Q _ to
1 1 \\
t4) ry
M 1 M
n
M 1 ?
O_ o
tNp M I ?
M M I
M ? M ? I
r 1 M \ -
V '---- 1 _
0
n
a
Z
W
W
2
N
0
c .?
O O
En t
.> U O
(?] M
O S C -
V O
O 1
U O Z t'0
tT
J _0 Q
- UI
ai > V)
N N
j Y Z
O U L
43 0
a m w O
O
F Z O 0 cm
C) of
Z LLI Q M
W O U of
FW
J w O ab Q
U M J L,
Uul
1-4 W
n
raw' 16
W Z!Q {/) N
./ZOQ V C X
W ? O C
>Jpyota_
?Z v..
Vr WW?=an
Z tO
? UCH w ? eC
ZzO"'a
w
o a
C7
rn
C U
O
a
m
0
? a
C ? ? u
•y Lt.. 3 u a
O C N yo
U al >
N C e
O C O
O f Z U is
Q N E
N c
0
0_? N O °O
O N " o 0
:3 a. cu
a_ V) U a`

I . 00
11 ,5 OI tb55'd01
LS+ST V15 : S# 17 ' o
-BZ"-e-'Use- W•l: _ (S#) LA'6Z6 1S-]ANI z
(b#) 99 'BZ6 .. NI AN f
! I a ..:1 I Qb 'OZ5 lnO, 1119AN I; .-
I
in ; i am
cn, al i I ? W 'a p
c 8
ff o
V a.
10 z
I I ' [ d p co
`` t ( I t
I I ! W Q„
+ZZ ?V1S. i N r ?I `
Oe •Gz€ AN
II ? ? ? o
-?11 s i ? I + ? W
ZIP
An Amid\.
s . ? 10? '5?d01 5#HW! o
12I :b. S J t Btu OS -? . ^.!:LS
I Z V'1S' Z 17 i i YVd;) #HW 'O?1d) ! Ob 'Z:I 6-N I AN I I E
.£Z
'ZZ5 fl'J All ` i E? 0
'i (T' 1 a P6
kk a
zb

?? e o
b
N b
W
b ^C i ??< ?° p
? I .m a
b a
p o
v ffiI
ee
b
b i
O
-4
oI? ad U U
__ = U a ' a - N V J O W h
i
I
a O MG.
a
U
' - W
_;
u

L
r

r

0
0

!
! ? I IU y

'
t
E F4
1
?
f
`
Id
o
?

f.. (
1
I I
( ..?
? y
00 x
? sl

h im
?
I I 1 I ? ? ? ? ?' a s ..
? q
F.3 a w A

1 1
Q
t` J nW
;
L?
O
U

o ?w
I? ?? i 1 • * a
I G n N 1 r? .
-
1 n f (91 #1 M .
.
r

? I I (b L 17 I - 5L ? W ? ?
•
?
+v k 5 ?

j
I
Z
t
-
'D
SR _
C7

a?

f

'
1 I I
5
*
b t I L / DG 9;C lgm I 'A I
N Z

w
v. ?

? ?C

I

I

1

? (
1 i l l I ' i ' ' ? w
°
i
! I
I
I
I
-
?
I
? ? I I I ? ,
i
?
I

V b
O
?

o?
i I i ? I .
.1 ? l
l

i 1

i

I

? r
i

-
I
' ` a
A
C

C .4

Wei -1 V13 z

I I I ? / ? ? ? Z can

'04 j

I I i i
i o I
U
i Ti
m
' 0 z V

06/26/00 _17:02 PULTE HOME CORPORATION 4 8285751
ID: JUN 26'00
FROENLING i ROURTION, INC.
goo-mCHNICAL 6 ENVIRONMENTAL 10 MATERIALS
tMAIN1 lyo yg OF 811WICE"
"OYEA QNt MNMpNDp
• 330 Nub" Std nagio+ NC 21603
loll T te: (919) 120441
?n: (919) tu-Nst
Irmo 26, 2000
US ArM C0rP1 of EnBlnoona
W on MOW
Raldo PAFWarY Fuld Office
008 pails Of NOUN Rood, Suite 130
Raleigh, N" Cg muna 27613
Ate; Mr. Todd Tugwall
6*04: Agent Authorilitictt Letter
Wadand Consulting aad Permitting
Bredcenddge SubdWWOA
m9Tdavoic, Wake Cownty, North CKOKVA
10.637 D02
1102 No .U04 P . U1
Dar Mr. 'i'ugwell:
The undcsigaed current prapeitp owner b+oreby authorises Froehliag &, Ro6eatsoa Inc. (W) to
roceed on tho Own flo behalf m the Owf''s 88611t f" weld horiretiaa latter guww ° my
portdning io the Awme, :stbYenced project site. This ogent Itittt
ageeri AuthoMntions. From this day forward pk as contact F&K Ir wetland related
isewee asodaed with the project dto and prior to ute Vieite.
siaceraly?
FROBMMO & ROBBR
?, Ct11Y?A
0-
ph R. Start.
irounmrtai croup NG *BW
Enviro?en
Property Omer.. MOIT11 +lila ].1.C
3850 N01wmb atid8a Road, Sub 3Sa
140r00% OA 30092
(404) 572400
"tal Seimdat
"LO WNh1Ah jW$ OW L MON ROAD q BM ? CHWNa Nk ts9M1 ?R91
T§WKCWA (04) RnrM
data:
OdW' 09W, EMUN, YA o WIWOMNU RN, fit
op?rvUgws. fa • R,AUia?. No • aaNOKe. VA • RT
SINCE
F&R
,ae,
CORRESPONDENCE
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
JAMES H. HUNT JR.
GOVERNOR
BILL HOLMAN
'SECRETARY

r;

y
1 '

a

_ ??+5 ??i Y •• ice'
r .?•
cr
Y C• A
y ?
5.
Mr. Matthew Stetter
Froehling and Robertson Inc.
310 Hubert Street
Raleigh, North Carolina 27603
Dear Mr. Stetter:
September 8, 2000
Subject: Project Name:
DWQ #:
County:
Breckenridge Subdivision
Wake
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for stream impacts associated
with the subject project in accordance with the Memorandum of Understanding
between the North Carolina Department of Environment and Natural Resources and
the U.S. Army Corps of Engineers dated November 4, 1998. Based on information
supplied by you in a fax dated August 25, 2000, an application requesting
authorization to impact 467 linear feet of stream channel has been submitted for the
subject project. The NCWRP will provide mitigation as specified in the 401 Water
Quality Certification and/or Section 404 permit (up to 467 linear feet of stream
restoration) for impacts associated with the subject project in Cataloging Unit
03030002 of the Cape Fear River basin.
If you have any questions or need additional information, please contact
Crystal Braswell at [phone].
Sincerely,
Ronald E. Ferrell,
Program Manager
REF/cvb
cc: Rob Ridings, Wetlands/401 Unit
Todd Tugwell, USACOE
Steve Mitchell, DWQ-WSRO
file
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1 619
website: h2o.emstate.mus PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
61 ?;tOR
TOWN OF i\/IORRISVILLE
P.O. Box 166
Morrisville, NC 217560
August 16, 2000
Mr. Todd Tugwell
United States Army Corps of Engineers
6508 Falls of Neuse Road
Suite 120
Raleigh, North Carolina 27615
RE: Breckenridge - Tract 6 & 7 (Single Family Housing)
Morrisville, North Carolina
Dear Mr. Tugwell,
It has come to our attention that the Corps of Engineers - Raleigh Regulatory
Field Office has a concern regarding the number of stream crossings within Tract 6 & 7
of the Breckenridge development in Morrisville, NC. The Town of Morrisville
understands and shares in your effort to minimize the adverse affect that crossings have
upon state waters.
I have again reviewed the plan in light of the stream crossings and cannot
envision any alternate subdivision design that would reduce the number of stream
crossings while maintaining adequate access and circulation. Therefore, it is the Town's
view that the impacts are in fact minimized by the plan as shown.
Please call at [phone] so that we may further discuss the Town's view. If
you have further questions or require additional information, do not hesitate to call.
Sincerely,
Mary Bt rman
Planning Director
919-469-1426
Cc: Matthew J. Stetter, Froehling & Robertson, Inc.
FROM : Prist Craven and Associates In FAX NO. : 919-782-1288 Aug. 16 2000 01:28PM P1
PRIEST, CRAVEN &__ASSOCIATES, INC.
August 16, 2000
Mr. Dan Schaefer
Froehling & &obemtson, Xnc:.
310 Hubert. Street.
Raleigh, NC 27603
LAND USE CONSULTANTS
Re : Breckenridge Proposed Wetland Impacts
Dear Dan :
The topography of the Breckenridge development is relatively steep, in the 10 to 15%
range. Monisvitllc's vertical street design staxldards are: also more stringent than most
municipalities, requiring flatter grades and longer vertical curves. These two factors
combine to cause the proposed road grades at the creek crossings to be 1?ighm 0-tan the
typical situation in the region. This results in deeper and wider fill sections at the creek
crossings.
The stream through this tract meanden, significantly in several locations on its run
through the tract. At the proposed mad crossings, this meandering causes the length of
the channel impact to be greater than normally anticipated in plus region.
The exact size of the culverts for each Lxeek crossing has yet. to be determined. However
the sizes will range from a single 42" diaMeter culvert with flared end sections, to triple
72" culverts with concrete end walls. Each culvert. will have rip-rap inlet protection and
rip-rap velocity dissipator outlet protection. Compacted earthen fill will be placed over
the culvert to bring the roadway to the 1 nth a 5 fot. wide curand b et sidewalk will be
varying from 27 fret to 56 feet to width
constructed upon the fill.
A, typical calvert c:r(rq section and sevver crossing section are attached for your use and
information. Please do not hesitate to contact me with any further information you
require.
Si cerely,
Lomas IF Craven, P.E.
Priest, Craven &x. Assu6aLcs, Inc.
PLANNERS /LANDSCAPE DESIGNERS / ENGINEERS 1 SURVEYORS
919f1
3603-BC:xVuter Drive, Su?ce 104, MeighNC 27609. Phn,e.$1-0300. Ear 919/782-128$
FROM Prist Craven and Associates In FAX NO. 919-782-1288 Aug. 16 2000 01:29PM P^c
7-j-
LLL
--•---?.. .___-, {:ti-?-??-_. _4...-_. i tf1W'
1 j I 1- ?,.?
in v R
I
•60?r?N 14
J- 1 .7
its{ •' ?: ?; ? i
# ' 1 itcit? I ! 1i
' i ' I ' - 43 '. J
AV i
FROM : Prist Craven and Associates In FAX NO. 919-762-1288 Aug. 16 2000 01:30PM P3
I I I
' i i ; ' 1 ? ? 'I ?? , ' ? 4 l ?i I I III -•
' I 1 I i i I b` ? I I I j i j QG
I r': ! !? I 11 I I I ? ? 11
i II I I I I ! I I li
` 'I 1 111 I I i 'I I? I I i !' I j I, 'I ?
-.. X11 __ -- ..J?..' i ._.-? ? 1"-I •T-i-••• ••? ?'_ • I ' ! 'il I ? '. C?
I ?' ?! ?. I I j ,! I ,i I Q
1? ?I I ? .I I II ?, 1 I li I ? '{'
?-.-
' - 1, I I ? ?...•-rte ?b??.?m N
%
I I
-1 ?- I r I ` t? N l' f?'?? 1 ?N
:I v i i I ! I; I j
I 1 ' ?? I i I I I I
? .I I 1i I 1 ? I I I f I II 1 I I I I` . I ...I. ?.?-' ? i
I . I T?i I I 1• ?.-.-. L- i I II l I
II II ! ! ! ? .I ` I ? !t II 1 li I ? I / I? I I'i 1
l '
-? I I i I r/ i I I I
I ' I. ,, I r 1 ? I I I
FROM : Prist Craven and Associates In FAX NO. : 919-782-12ee sep. oe 2000 11:53AM P1
PRIEST, CRAVEN & ASSOCIATES, INC.
LAND USE CONSULTANTS
September 8, 2000
Mr. Dan Schaefer
Froehling SL Robertson, Inc.
310 7-lubert Street.
Raleigh, NC 27603
Re : Breckenridge Proposed Sanitary Sewer Wetland Impacts
Dear Dan :
The prixnir stream which tarts in a northwesterly direction through Tracts 6 and 7 is
typically bounded on one side by a steep bluff, and on the other side by a less steep area.
The steep bluff is not consistently on the saint side of the creek. It varies along the
length of the run of the creek. Two smaller tributaries which nun in a northerly direction
drain into this primary stream. The topography on either side of these tributaries is
relatively steep, but Lypically stccpci on une side than the other. These three streams
and their associated wedwids divide the area of Tract 6 and 7 into four development
areas, located on both sides of each of the draws. Each of these four areas must be
sewered to outfdlls tuiwing along these draws. Multiple creek crossings are necessary in
order to sewer these areas. It has been our experience, that choosing the locations of
the proposed manholes carefully, placing them and the sewef line which runs between
thent va the flatter side of each draw, minimizes the overall disturbance to the stream
and the overbarik areas on each side.
We have been able to eliminate one of the proposed stream crossing by redesigning the
sewer around the proposed culverts under Willingham Road at the eastern end of Tract.
6. This is illustrated on the attached graphic.
Please do not hesitate to contact me with any further information you require.
Sincerely,
t?-- n(7u.
Thomas E. Craven, P.E.
Priest, Craven &. Associates Inc.
PLANNERS WDSCAPE OFSICNi MS / ENGINEERS / SURVEYORS
3803-S Computer Drive, Suite 104, Raleigh NC 27609. Phone [phone]. Fax [phone]
FROM Pr•isl Cvavwr arni Assuviales I!! FAX 140. 919•-782-1288 I S"ej,. 08 200,21 11:n4AM P2
.1 1
:aid
r.1 1 14
jyll .II. I ! i 1 .I?Jb•.
' ? ?""`' c' .?+ •'?(1 17371 \ 1+? ?'? , ? ?1Qtl _.. ...
.. »1•~ ibi 7745 ?Yt '+??..-- ??I ?-?.. _?`C,-? 1
109'.
200
olh` n ..1 f . ?- (1
71.1 +,? ? •?\ ? l?l? `?•?; r.?
i ?M • '' 13-4 ' ••' .? ,` - - `?? ??.-:::,. _ _,n---«t J.
»4.
V. :fM'1,+?+,.?:+1r`+ .: i:.._'-;• t.,?; Nlil
-.1 jr
Ir+r=?". ?7?J ` 'may ?'•. rt :: ji t? `•;^;"'l \?',, J' r •i1
'-? ? .. - : `ti ,( ' \?+ y,? ''+ {•? f%,y?s,AIN L('Y_.ATIOf
Tit, ...?- ^" `_ r.^ *??. M\l' , {. •' +, 176 ? I 1 1
h(?' ,?-1 ' `'I l '\. X1'1. •,r'_.--+, _ -•, 1 t \ 'f ? 1 i . ..1?-
'?i11?71,?,i1n'J "•'•• - •?', ', t,"?'?\1.1,? ,`14v>: .?'..`? 1A-I.?. •f`;, ?\?t f
PIC
ant I%
a„y • • ,?'C ? + ' 1513 ,, 't ,.
212 1
??`` ' r.,` . _ aTJ 1 1 , i { 1+t'a4 +', \f 1 ` `I `' 1` i f\ 1` x,11 ` ` •,. Y:,{?'r?
_ _ ..I\, (??\?•,`, ` •', 017 i? ?? ? 1 ? / 1 1 ! \\,'1 t \'`] _"-"?
`-.?? ?,?`,-.,? ? \ , ?` ! ( 1 I f ? ( ?liti?ff`l'?'[ f?,rtJh. l?? ,?i i--_-'
`?`Z' ?- ^.. ` ?.. ?, ''1!. ``` \ ` •?.?.? .. J it ! r J ; 1 , ??i 4 /? +` ?' ?, 0
' i '
\ ..- '''• 1171,,// 1l ?IY1 ^ / ..-- ? I i
v

SINCE
FROEHLING & ROBERTSON, INC.
GEOTECHNICAL • ENVIRONMENTAL* MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
® 310 Hubert St., Raleigh, NC 27603
1881 Telephone: [phone]
Facsimile: [phone]
September 18, 2000 0 0 1 2 1 8
Mr. John Dorney
NCDENR - Division of Water Quality
Wetlands / 401 Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Individual Permit Application / 401 Certification -
Breckenridge Subdivision
Morrisville, North Carolina
F&R Project No: A66-093 L)
Dear Mr. Dorney:
Enclosed please find the Individual Permit Application, -ftepvif -land Supporting
Documentation for Breckenridge Subdivision as well as a check for $475.00 for the 401
Certification Process. I have included seven full size copies of the drawings located in the
permit application as well as seven copies of the wetland delineation map for your convenience.
I have also included a copy of the Agent Authorization Letter for your records as well as copies
of the correspondences between Priest, Craven & Associates and Morrisville Planning
Department. As you may know, the Breckenridge project has been delayed due to the problems
finding suitable mitigation for the unavoidable impacts. Please let us know if there is anything
we can do to help expedite the permitting process.
If you have any questions or comments, require further information, or need site access
please do not hesitate to contact us at [phone].
Respectfully submitted,
FROEHLING & ROBERTSON, INC.
ldl,- (_,?J e. 1,41
?Matthew . Stetter Daniel K. Schaefer, P.E.
Environmental Scientist Senior Engineer
MIS/DKS: mjs
cc: Mr. Todd Tugwell w/ COE
enclosures:
Individual Permit Application
Full Size Copies of Maps and Delineation
Agent Authorization Letter and Correspondence
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 - RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone]
BRANCHES: ASHEVILLE, NC • ATLANTA, GA • BALTIMORE, MD • CHARLOTTE, NC
CHESAPEAKE, VA • CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC • RALEIGH, NC • ROANOKE, VA • STERLING, VA • WINSTON-SALEM, NC
Y
FAX FAX FAX FAX
WAKE COUNTY
Department, of En ironmental Services
Water, Was ewater and Development Services
(919) 8BB-7400 Fax: [phone] i PO Box 650. Raleigh, NC 27602
9
TELEPHONE: 919-856{I400
FAX: [phone]
DATE: w13-
Total Pages Transmitted (including this page)
TO:
Fax Number: i 7*:t z -
FROM:
Comments:
If you did not re--eive the tot number of transmitted pages specified above,
please contact the originatin office at 919-856.7400.
To protect and improve the quality of Wake County's environmenr and ensure a hes1rhy future
for its cir/zens rhrough coo. eration, education. management and ambrcemenr
I - PNnred on Rea"Ied Paper -
TO 39Vd H0a0M30InJQ nN3 LOVL-998-6% 06:60 0002/EZ/01
WAKE COUNTY
Department of Envirohmental Services
Water, Wast water and Development Services
[phone] FAX: [phone] PO Box 550, Raleigh, NC 27602
Pulte Home Corp.
401 Harrison Oaks Blvd. Suite 250
Cary, N.C. 27513
Phone lk: 919/677-0122
Fax 0: / -
ATTN: Gray Methven
RE: Letter of Approval, 4cto
20, 2000
Project Name: Breckenridge Tract 7 Phase 2 Submitted By: Priest Craven & Associates, Inc.
Project #: 00-09.08 3803-B Computer Dr. Suite 104
Date Received: 9-19-00 Raleigh, N.C. 27609
Date Processing Initiated, 9-20-00 Phone #: [phone] Fax #: [phone]
Disturbed Acres: 17 Submittal Revision
Plan Review Fee: $2500.00
Land Disturbance fee: $2,500.00 Watershed:: Neuse River Basin-1, 03-04-01
Dear Mr. Methven:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to be
acceptable and hereby issue this letter o approval. If any modifications, performance reservations, or
recommendation are applicable, a list is enclosed and is incorporated as a part of this letter of approval. If any
modifications are not incorporated into the pl and implemented in the field, the site will be in violation of the
Erosion and Sedimentation Control Ordinanc of Wake County. In addition, it should be noted that this plan
approval shall expire two (2) years following Ine date of approval in accordance with Permits, Section 5(2) of the
Ordinance, if no land-disturbing activity has b n undertaken.
Plan Approval is limited to construct
sedimentation and erosion control devices on]
Wake County Erosion, Flood and Stormwater
or Federal Agencies. The subject approvals i
regulations/requirements. Division of V
regulations/requirements, U.S. Army Corps a
and/or any Federal, State, County and Local i
this letter cannot supersede any other required
n, maintenance and stabilization of both temporary and permanent
For projects located within the jurisdictional area. of Morrisville,
ection is not responsible for subject approvals of other Local, State
(but not limited to) Federal Emergency Management Area Flood
ter Quality under stormwater or other water quality
Engineers under Article 404 (Wetlands) jurisdiction/requirements,
inicipal regulations or permit requirements. The approval issued in
.rtnit or approval.
Performance Reservations Are:
1. A pre-construction conference with a represpntative of Wake County Environmental Services is required prior to
any land disturbance activity for this project. I
i
I
To protect and Improve the quaihy , sake County's environment and ensure a healthy future
for its citizens through coopTration, education, management and enforcement
Printed on Reewled Paper-
Z0 39Vd HOQOM30in8 nN3 LobL-998-6% 0E:60 oooZ/EZ/oT
2. Wake County has reservations about this pro ct regarding silt basins # 3 and #4. Silt basin M 3 shall not be
removed without the prior approval of Wake Co my Environmental Services. Silt basin #4 shall be maintained
after each rainfall as with all other erosion con 1 devices.
Since this project disturbs five or m re acres, one such approval relates to the Stormwater that will
discharge from your project. This runoff is rmitted pursuant to the National Pollutant Discharge Elimination
System (NPDES) administered In North Caroli by the Division of Water Quality (DWQ). Attached is the General
Stormwater NPDES Permit, NCG01000, as re ised July 1, 1995, covering your activity. You are responsible for
complying with the General Permit requiremen s and are subject to enforcement by DWQ for any violations of the
General Permit.
Wake County's sedimentation polluti control program is pcrformance oriented, requiring protection of
the natural resources and 4oining properties. at any time during this project it is determined that the Erosion and
Sedimentation Control P1ari is inadequate to eet the requirements of the Erosion and Sedimentation Control
Ordinance of Wake County , this office may require revisions in the plan and its implementation to ensure
compliance with the Ordinance. Also, please onsider this letter as notice in accordance with the requirements for
Appr val of Plans. Section 4(8), this office ay require revisions in the plan and its implementation to ensure
compliance with the Ordinance.
E
Please note that this approval is based in part on the accuracy of the information provided concerning
financial responsibility. You are requested t? -.n amended Financial Responsibility Form if any changes become
necessary.
Your cooperation is appreciated and a look forward to working with you on this project. If there are any
questions, please do not hesitate to contact this ffice.
ly,
E. Brady, P.E., 856-6195
nmental Engineer/Planner I
cc,Priest Craven & Associates, Inc.
Mr. Ken Schuster, P.E.
e0 3E)Vd
r
HOQOM3OIf121iS nN3
LOOL-958-6T6 0660 000Z/6Z/0T