20050324 Ver 1_Complete File_20050315

0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 27, 2006
S&EC Project # 7968.W0
DWQ EXP # 05-0324
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly / Lia Myott
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Notification of commencement of construction for The Weston Oaks Subdivision,
Wake County, North Carolina
Dear Ms. Karoly and Ms. Edwards:
DWQ EXP #05-0324 refers to the approval given for the construction of The Gardens at
Town Hall Commons, which was granted on April 8, 2005. This letter is to notify you of
commencement of the construction of the approved activities as depicted in the original
permit application as per condition 9 of the above referenced authorization certificate.
Please call if you have any questions or require further information.
?- Sincerely, /
Nicole Thomson
Regulatory Specialist
DR
R?L DvFP
JUL 2 7 2006
UE.fR - r.IATER QUALITY
ETU I-'0S r "!D STOn ;rVi ti,TER EIV: XH
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
W ATF,9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
July 13, 2006
DWQ EXP No. 05-0324
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Centex Real Estate Corporation
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Weston Oaks Subdivision
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Sir or Madam:
On April 8, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification to construct the
proposed subdivision. Within the Water Quality Certification that you received there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of these phases of your subdivision, you are required to
notify this office in writing by July 23, 2006. If you do not notify this office in writing and construction has started,
you are in violation of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Lia Myott at [phone] if you have any
questions regarding this matter.
Sine r ly,
QdL-
Cyndi Karoly,
01 Oversight/Express Review Permitting Unit
CBK/lem
cc: Todd Preuninger, S&EC Inc., 11010 Raven Ridge Road, Raleigh NC 27614
USACOE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050324 WcstonOaksSD(Wake)EXP+NOT
401 Oversight / Express Review Permitting Unit t
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/nc«etlands
One
Np
i Carolina
?vaturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
°S - o31 i
U.S. ARMY CORPS OF ENGINEERS
WELMINGTON DISTRICT
Action ID: 200320243 200421510 County: Wake
N
GENERAL PERMIT (REGIONAL AND NATIO m@
LEN W"
Property Owner: Centex Homes APR 7 2005
Attn:Mr. Gray Methven
Mailing Address: 2301 Sugar Bush Road, Suite 400 DENR-6YATERQUALITY
Raleigh, North Carolina 27612 Teierp" i'cisiNc?TP?YfOf 19 VfA)52
Authorized Agent: Soil & Environmental Consultants, PA
Attn: Mr. Todd Preuninger
Mailing Address: 11010 Raven Ridge Road
Raleigh, North Carolina 27614 Telephone No.: [phone]
Location of property (road name/number, town, etc.): The 25-acre property is located on the cast side of Davis Drive
(SR 1613), approximately 2,000 feet north of the intersectio of Davis Drive and Salcm Church Road (SR 1614) in
Cary, Wake County, North Carolina
Site Coordinates: 35.7606298 °N 78.8439121 °W USGS Quad: Cary
Waterway: UT to Crabtree Creek River Basin: Neuse
HUC: 03020200
Description of projects area and activity (see page 2 for a summary of authorized impacts): AID # 200320243 authorizes
mechanized land clearing, the placementof fill and the installation of culverts into 62 linear feet of an unnamed
tributary to Crabtree Creek and .07 acre of forested wetland for one road crossing and lot fill associated with
Bishop's Gate Phase IV. AID # 200421510 authorizes the placement of fill into 58 linear feet of an unnamed
tributary to Crabtree Creek and .005 acre of forested wetland for the maintenance to the dams of nvo existing
agricultural ponds. This permit does not authorize impacts associated with the conversion of existing ponds to
storm water treatment facilities. See attached for mitigation requirements.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39 3
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
pernlittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the pennittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrea Wade at telephone [phone], ext 31.
Page 1 of 2
Corps Regulatory Official A-0_._., '--J t,-? Date: 01/12/2005 Verification Expiration Date: 01/12/2007
Copy Furnished: Cyndi Karoly, 2321 Crabtree Blvd., Park-view Building, Raleigh, NC 27604
Page 2 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this deternnation may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in (lie law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID: ).
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and are adjacent to an unnamed tributary to Crabtree Creek. The property also contains untrained
tributaries to Crabtree Creek that exhibits an Ordinary High Water Mark as indicated by changes in soil character and
absence or terrestrial vegetation and are hydrologically connected to the Neuse River.
Corps Regulatory Official
Date: 01/12/2005 Determination Expiration Date: 01/12/2010
Summary of Authorized Impacts and Required 111itiaation
Action ID NWP / GP Open Water (ac) Wetland (ac) Unimportant Steam (If) Important Stream (10
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200320243 39 .07 62
200421510 3 .005 58

Impact Totals 0 0 0 0.075 0 0 0 120
Total Loss of Waters of the U.S. (ac) 0.075 Total Loss of Waters of the U.S. (10 120
Required Wetland Mitigation (ac) 0.15 Required Stream Mitigation (If) 240
Additional Remarks and/or Special Permit Conditions:
NC Ecosystem Enhancement Program Condition
The permittee shall make payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the
amount detennined by the NC EEP, sufficient to perform the restoration of 240 linear feet of stream channel
and 0.15 acre of forested riparian wetlands in the Neuse River Basin, Cataloging Unit 03020200.
Construction within jurisdictional areas on the property shall begin only after the pernittee has made full
payment to the NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has
provided written confinnation to the Corps that it agrees to accept responsibility for the mitigation work
required, in compliance with the IV10U between the North Carolina Department of Environment and Natural
Resources and the United States Army Corps of Engineers, Wilmington District, dated November 4, 1998.
Page 3 of 2
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND.
REQUEST FOR APPEAL
Applicant: Centex Homes Attn:Nlr. Gray
Methuen File Number: 200320243 Date: 01/12/2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at littp:H%vw%v.usace.army.nlil/inct/functions/cw/ceewo/reg or
Corps regulations at 33 CFR Part 331. . .
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the pen-nit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrea Wade Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9A115
Atlanta, Georgia 30303-3490
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520192 County: Forsyth
GENERAL PERAIIT (REGIONAL AND NATI TION
D
Property Owner: Mr. Tim Beeman
APR 7 2005
Mailing Address: 441 East Clemmonsvile Road ?? ?y
Winston-Salem, North Carolina 27107 Tel6 i? 'S tri?At&810035
Authorized Agent:
Mailing Address: Telephone No.:
Location of property (road name/number, town, etc.): The 2.29-acre property is located at 780 Palmer Lane, Winston-
Salem, Forsyth County, North Carolina.
Site Coordinates: 36.0511591 °N 80.2295586 °W USGS Quad: Winston-Salem East
Waterway: UT to Salem Creek River Basin: Yadkin HUC: 03040100
Description of project area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill and the installation of culverts associated with commercial lot fill.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Andrea Wade at telephone [phone], ext 31.
Corps Regulatory Officials '?u Date: 01/18/2005 Verification Expiration Date: 01/18/2007
Copy Furnished: Cyndi Karoly, 2321 Crabtree Blvd., Parkview Building, Raleigh, NC 27604
Page 1 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary deternnation is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID: ).
Basis of Jurisdictional Determination: The property contains an unnamed tributary to Salem Creek that exhibits an Ordinary
Nigh Water Mark as indicated by changes in soil character and absence or terrestrial vegetation and is hydrologically
connected to the Yadkin River
Corps Regulatory Officials Date: 01/18/2005 Determination Expiration Date: 01/18/2010
Snn,marv of Authorized Impacts and Reauired Mitigation
Action ID NWP / GP Open Water ac Wetland ac Unim ortant Steam 1 important Stream 1
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520192 39 220

Impact Totals 0 0 0 0 0 220 0 0
Total Loss of Waters of the U.S. (ac) 0 Total Loss of Waters of the U.S. (10 220
Required Wetland Mitigation (ac) 1 0 Re uired Stream Mitigation (10 1 0
Additional Remarks and/or Special Permit Conditions:
Page 2 of 2
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Mr. Tim Beeman File Number: 200520192 Date: 01/18/2005
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
_ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://wwA,.usace.ariny.nlil/inet/functions/cw/cecwo/rest or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section,II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrea Wade Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 91115
Atlanta, Georgia 30303-3490
O?O? W A T ?9?G
O 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 8, 2005
Centex Homes
Attn: Kelly Race
2301 Sugar Bush Rd.
Raleigh, NC 27612-3382
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 05-0324
Wake County
Subject Property: Weston Oaks Subdivision
UT to Crabtree Creek [03-04-02, 27-33-(10), C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the
Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
EXPRESS REVIEW PROGRAM
Dear Mr. Race:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 126 feet of streams and 14,507 square feet (ft) of protected riparian buffers
for the purpose of a residential subdivision at the subject property, as described within your application
dated and revised on April 8, 2005 and all additional information submitted and received on March 22,
2005. After reviewing your application, we have decided that the impacts are covered by the N.C.
Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
Conditions:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight /Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
ne N Carolina
Ntnra!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Centex Homes
Page 3 of 3
4/8/05
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3402.
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
9. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within 10 days of the commencement of construction.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-9721 or Deborah Edwards at 919-733-9502.
Sincerely,
k?? 1K1
Alan W. Klimek, P.E.
AWK/dae
Attachments: Certificate of Completion
GC 3402
cc: Todd Preuninger-S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050324Weston0aks(Wake)EXP+401+buf
Centex Homes
Page 2of3
4/8/05
Amount Approved (Units) Plan Location or Reference
Stream 126 feet Sheet 2 of 4
Buffers 14,507 (square ft.) Sheet 2 of 4
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specificatigns
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any
No waste, spoil, solids, or fill of any kind shall occur iri,wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Preconstruction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 /Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated March 15, 2005 and
March 20, 2005. The DWQ believes that if implemented, as per these plans, diffuse flow will be
achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the
DWQ shall be notified and corrective actions to restore diffuse flow shall be taken if necessary to
impede the formation of erosion gullies. At no time shall stormwater from the proposed
development be piped directly through the buffer without prior DWQ written authorization.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
MULTI COMMUNICATION REPORT
DATE APR-8-2005 FRI 15:39
NAME DWQ-WETLANDS
TEL [phone]
REF. NAME
COMMUNICATION MODE : TX
NO. FAX NAME/NUMBER
127 95718346
127 98469467
START TIME TIME MODE PAGE
04-08 15:36 01'32" ECM 4/4
04-08 15:38 00'58" ECM 4/4
TOTAL TIME 00:02'30"
TOTAL PAGES : 8
RESULTS
OK
OK
, Ep 0.
r AY is
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Centex Homes
Todd Preuninger
919-733-0203
919-733-6893
Subject: Weston Oaks S/D
Number of pages including cover sheet:
Notes or special instructions:
Fax #: [phone]
919-846-9467
Date: 2? / 95
U U?/Vv
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 one
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: htim b2o ennstate.nc.us%ncwctlands ;Vatimally
An Equal Opportunity/AffirmaWe Action Employer 50 10 Recycled/10,o Post Consumer Paper
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Transmittal
To: Debbie Edwards
NC-DWQ
We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
® Correspondence
? As per your request
Project #: 7968.W1 Date: April 8, 2005
Project Name: Weston Oaks
File:
? For your information and files
® For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? By express
No. Copies Document No. Date Descri tion
4 4/8/05 PCN Form and Cover Letter

Remarks: This application was submitted on March 15, 2005. We have revised the cover letter and
PCN Form to reflect an additional 5 feet of stream impact due to the dissipater pad. Please call
If you need additional information.
If enclosures are not as listed as above, kindly notify us at once.
uLl
B : Todd Preunin er APR g 2005
NDS At4D STOMAR BRNO
c: Todd Tugwell - USACE WETLA
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
REVISED April 8, 2005
S&EC Project #:7968.W1
US Army Corps of Engineers NCDENR-DWQ
Attn: Mr. Todd Tugwell Attn: Ms. Cyndi Karoly
6508 Falls of the Neuse Road 2321 Crabtree Blvd
Suite 120 Parkview Building
Raleigh, NC 27615 Raleigh, NC 27604
RE: NWP 12 & 39,401 Water Quality Certification, and Neuse Buffer Compliance
Weston Oaks Residential Subdivision
Cary Township, Wake County, North Carolina
Dear Mr. Tugwell and Ms. Karoly:
On behalf of Centex Homes (current property owner), we hereby request that the Army
Corps of Engineers issue NWP 12 and 39 to cover permanent and temporary impacts to
streams and wetlands resulting from the construction of a residential subdivision. We also
request written concurrence from the DWQ that the project complies with the 401 water
quality certification associated with NWP 39 and that the project complies with the
Neuse River Riparian Buffer Rule. Please note that because the proposed utility line
complies with Water Quality Certification 3374, written concurrence is not required from
the NC-DWQ. A Pre-construction Notification Application (PCN) is attached, which
includes an agent authorization form.
Site Location
The site is located north of Weston Parkway (SR 1652) approximately 300 feet west from
the intersection of Weston Parkway and Evans Road in Cary, Wake County, North
Carolina.
Project History
No previous pen-nits have been issued or applied for concerning this property. On April 7
and 12, 2004 S&EC performed a detailed wetland delineation on the property. On April
30, 2004 the NC-DWQ conducted an on-site determination to review 2 features on the
property for applicability to the Neuse Buffer Rules, (see attached DWQ Letter). On
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
April 8, 2005
S&EC Project #7968.W1
Page 2 of 2
February 23, 2005 S&EC delineated the wetlands and streams for the off property sewer
impact.
Impacts
Permanent impacts include 126 linear feet of perennial channel and 0.33 acres of riparian
buffer (Zl : 9,048, Z2: 5,459) for construction of a road crossing. A total of 59 linear feet
of perennial channel and 0.058 ac of wetlands will be temporarily impacted during the
installation of a sanitary sewer line.
Mitigation
Because the proposed impacts can not be avoided, are less than 150 linear feet of stream,
and are less than 0.1 acre of wetland we do not believe mitigation should be required.
However if mitigation is required we propose that payment be made to the NCEEP.
Please call me or email me at TPreuninuer ,SandEC.com if you have any questions or if
I can be of any further assistance.
Sincerely,
Todd Preuninger Chris Flowers
Project Manager / Biologist Wetland Scientist
Attachments:
Pre-construction (PCN) Notification Form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Impact maps (4 pages)
Stormwater Plan
Impervious Surface Breakdown
Level Spreader Worksheet
Cross Sectional View of Culvert
Letter of Justification (Withers & Ravenel)
NCDWQ Buffer Confirmation Letter (USGS & Soil Survey Attached)
$3,000 Express Review Fee (DWQ only)
F @ [9 016 N bu
APR 1 1 2005
t1A1JTY
Office Use Only: VU- M M40STOROA
Form Version May 2002
USACE Action ID No. DWQ No.
(11 any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 and 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Centex Homes
Mailing Address: Attn: Kelly Race
2301 Sugar Bush Rd.
Raleigh NC 27612-3382
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:_ Todd Preuninaer
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ TPreunin.,er a,SandEC.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Weston Oaks
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0755656108
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Weston Oaks
Directions to site (include road numbers, landmarks, etc.): The site is located north of
Weston Parkway (SR 1652 approximately 300 feet west from the intersection of Weston
Parkway and Evans Road.
5. Site coordinates, if available (UTM or Lat/Long):035°49'23.70"N, 078°48'38.98" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 39.91 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undeveloped forested land. Land use
in the vicinity is primarily commercial.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the construction of a single-family residential subdivision The project
involves the construction of roads, homes utility lines and stormwater devices Heavy
equipment typical to construction of residential areas is to be used
11. Explain the purpose of the proposed work: The purpose of the subdivision is to meet the
growing demand for houses in the Cary/RTP area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been issued or applied for concerning this property. On April 7 and 12,
2004 S&EC performed a detailed wetland delineation on the property. On April 30, 2004 the
NC-DWQ conducted an on-site determination to review features on the property for
applicability to the Neuse Buffer Rules (see attached DWQ Letters On February 23, 2005
S&EC delineated the wetlands and streams for the off site sewer impact
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent and temporary
impacts to jurisdictional waters will result from the construction of the proposed subdivision
Pennanent impacts consist of 126 linear feet of perennial channel for a road crossing A total
Page 3 of 8
of 59 linear feet of stream and 0.058 acres of wetland will be temporaries impacted due to the
construction sanitary sewer lines.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
3E NWP 12 Temporary, 0.028 yes 125' Bottomland
excavation Hardwood
3F NWP 12 Temporary, 0.007 yes 70' Bottomland
excavation Hardwood
3G NWP 12 Temporary, 0.023 yes 50' Bottomland
excavation Hardwood
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.25 acre
Total area of wetland impact proposed: 0.0 acres permanent, 0.058 acres temporary
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
2D NWP 39 Permanent,
Culvert 126' UT to Crabtree Creek 13' Perennial
313 NWP 12 Temporary,
excavation 32' UT to Crabtree Creek 6' Perennial
4A NWP 12 Temporary, 27• UT to Crabtree Creek 6' Perennial
excavation
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams trust be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwwmses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 126' Permanent, 59'
Temporary for a total of 185 linear feet.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 8
Open Water Impact Area of
Name
waterbody Type of waterbody
Site Number Type of Impact* Impact p
(if
applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed sewer crossing locations are at points where the stream is relatively straight to
ensure a perpendicular crossing and thus will minimize impacts The sewer crossing locations
were also selected as the most logical point at which the proposed sewer can tie into the Town of
Care's existing sewer network adjacent to the property. The proposed stream crossing is
necessary to provide two points of access to the property which is required by the Town of Cara
as well as NFPA fire safety standards. For additional justification please refer to the attached
memorandum from the project engineer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwctlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts have been avoided and minimized to the maximum extent
practicable we believe that no com enp satory mitigation should be required However if
mitigation is required we propose that payment be made to the NCEEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
X.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
ImDactS from Road
Zone* Impact
(square feet Multiplier Required
Mitigation
1 9,048 3 NA
2 5,459 1.5 NA
Total 14,507 NA
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Impacts from Sewer
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 4,214 3 NA
2 3,484 1.5 NA
Total 7,698 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
The proposed buffer impacts are below the threshold that requires mitigation and are allowable
as per the Neuse Riparian Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The existing impervious acreage is 0.0 acres (0%) The proposed percentage of impervious
surface for the project is 9.763 (24.5%). A level spreader will be used to insure that Stormwater
enters the buffers in a non-erosive flow. A DWQ approved stormwater plan is therefore not
required. For a detailed breakdown of the proposed impervious area see the attached impervious
surface calculations.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project will tie into the Town of Cary's existing sewer system
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the appl
0S
ite
provided.)
Page 8 of 8
?OF \ ,NAT Michael F. Easley, Governor
\O t? William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 17, 2005
DWQ EXP No. 05-0324
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Centex Homes
Attn: Kelly Race
2301 Sugar Bush Rd.
Raleigh, NC 27612-3382
Subject Property: Weston Oaks Residential Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEIVPROGRAM
Dear.Ms. Race:
On March. 15, 2005, the Division of Water Quality (DWQ) received your application dated March 15,
2005 to impact 121 feet of stream and 14,507 square feet (ft2) of protected riparian buffers to construct
the proposed Weston Oaks Residential Subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetland, streams and/or buffers on
the subject property. Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 211.0506 and 213 .0233(8) and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information:
1. Please submit the following additional information for stream crossing, Impact 2D.
a. The velocity of stream flow post-construction.
b. The slope of the culvert.
c. The length and width of the energy dissipater (include impact map).
2. Please submit the following additional information for level spreaders.
a. DWQ believes that dissipaters FES #40 and FES #50 require level spreaders, please submit
level spreader worksheets for both and include these level spreaders in the site plan.
b. Please submit the Operations and Maintenance Agreement for all level spreaders, an
example of this document can be found at the 401 Oversight/Express Permitting website at:
httn://h2o.enr.state.nc.us/ncwetlands.
c. The level spreader at FES #10 is not constructed to the correct length, please redesign and
submit the revised worksheet.
3. The riparian buffer impacts for the stream crossing, Impact 2D is 1/3 of an acre, this requires
riparian buffer mitigation. The application indicates that the preferred mitigation will be through
the NCEEP, please submit the acceptance letter from the NCEEP for these impacts.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
No rthCarolina
,?afara!!y
An Equal Opportunity/Affirmative Action Employer- 50°o Recycled/10% Post Consumer Paper
MULTI COMMUNICATION REPORT
DATE MAR-17-2005 THU 09:02
NAME DWQ-WETLANDS
TEL [phone]
REF. NAME
COMMUNICATION MODE: TX
NO. FAX NAME/NUMBER
27 95718346
27 98469467
START TIME TIME MODE PAGE
03-17 08:54 02'20" ECM 3/3
03-17 09:01 00'59" ECM 3/3
TOTAL TIME : 00:03'19"
TOTAL PAGES 6
RESULTS
OK
OK

ENGINEERS I PLANNERS I SURVEYORS
March 20, 2005
Division of Water Quality
Attn: Ms. Cyndi Karoly
401 Oversight/Express Review Permitting Unit
1850 Mail Service Center
Raleigh, NC 27699-1650
Subject property: Weston Oaks Residential Subdivision
DWQ EXP No. 05-0324
W&R No. 203015.10
Dear Ms. Karoly:
Lig
MAR 2 2 2005
DENR - WATER QUALITY
YJETIANDS MD STOR6IWATER BRANCH
We are in receipt of your "Request For More Information-Express Review Program" dated March
17, 2005. Please accept the following (responses are bolded) to your request for further
information, so that you may continue to review the project.
Request #1 - Submit additional information for Impact 2D
a. The velocity of the stream flow post-construction: This information is included on the
revised section view, see attached.
b. The slope of the culvert: This information is included on the revised section view, see
attached.
c. The length and width of the energy dissipater: This information is included on the revised
impact map, see attached.
Request #2 - Request for additional information regarding level spreaders
a. FES #40 and FES#50 require level spreaders: A level spreader has been added at the outlet
of FES#50. The worksheet is attached.
At FES#40, we do not believe a level spreader is warranted. From the attached aerial
photo it can be seen the outlet is - 1000' from Crabtree Creek and the Neuse River
Riparian Buffer. As such, we believe all storm run-off will be treated and dissipated long
before it enters the aforementioned buffer.
b. Operations & Maintenance Agreement for all level spreaders: The Agreement is included
with this response letter.
c. Level spreader at FES#10 is incorrect: According to the Storm Drain Summary on Sheet 2,
the discharge at FES #10 is 4.5 cfs. The level spreader is designed to be 13' per cfs, or in
this case 59 feet long. The level spreader is shown as such.
1u MacKenan Drive Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
107 Stokley Drive Suite 104 ! Wilmington, North Carolina 28403 1 tel: [phone] fax: [phone]
Page 2 of 2
March 21, 2005
Request #3 - riparian buffer impacts - After discussion with Mr. Todd Preuninger of SUC, it is
understood this issue has been resolved.
We hope you have found these responses satisfactory and will continue with the review of the
project. Should you require anything further, please contact us at your convenience. Thank you for
your time.
Sincerely,
WITHERS &-RAVENEL, INC.

Ted Credle, P.E.
Enclosure
cc: Todd Preuninger - S&EC
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DISSIPATER DESIGN:
LENGTH: 5 LF
OUTLET WIDTH: 4 LF
THICKNESS: 9 IN
SCALE. 1'= 40' DATE 02104105
Note: See Ovffrop Wetlands Impact Map for Area Location <o' M. a '0• 2 of 4
WITHERS & RAVENEL WESTON OAKS SUBDIVISION
ENGINEERS 1 PLANNERS I SURVEYORS WETLANDS IMPACT MAP
II ' roam Din co,, wa w*a m" it fm "?-W-aoo'.....d,..a.iaoa. CARY WAKE COUNTY NORTH CAROLINA
DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : d k s
Contact Person: 7ul 6"t LC
Level Spreader ID: _ FES So
Level Spreader Length 313 ft.
Drainage Area 0.5 ac.
Impervious Area o ?S ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm -z a cfs
Max. Discharge to Level Spreader 2.8 cfs
Filter Strip/Buffer Vegetation F? l iv ?
Pre-treatment or Bypass Method A)
II. REQUIRED ITEMS CHECKLIST
Phone Number: ( fief ) 469 -3.
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
y?C Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
,rf C Pre-Form Scour Holes are on flat slopes only
7?G No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
following information):
v?3i?'si0h
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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'03/21/05 11:35 Fag 919 467 6008 WI=RS & RAVENEL X1002
\4 E STON OAKS S U CQ DI \f t 51 v N
LEVEL SPREADER OPERATION AND MAINTENANCE ACRE _= MENT
The level spreader is defined as the diffuse flow apparatus and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly: Inspa-,t the level spreader
system for sediment accumulation, erosion, trash accumulation, vegetated cove-, and general condition.
2. ' Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i,e. catch basins, piping, swales, riprap, etc,) quarterly to
maintain proper functioning.
4. Remove accumulated sediment level spreader system semi-annually or when -] )w is reduced to 751/o of
the original design flow. Removed sediment shall be disposed of in an appropriate manner and shall be
handled in a manner that will not adversely Impact water quality (i.e. stockpilin13 near a wet detention
basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such -hat It will give an accurate
depth reading and not readily penetrate into accumulated sediments.
5. Remove indigenous plants when they cover 50% of the level spreader surface.
6. If the level spreader system must be drained for an emergency or to perform Maintenance, the flushing of
sediment shall be minimized to the maximum extent practical.
7. All components of the level spreader system shall be maintained in good workii ig order.
8. A level elevation shall be maintained across the entire flow spreading structurE. Any down gradient
erosion must be repaired and/or replanted as necessary,
I acknowledge and agree by my signature below that 1 am responsible for the perfo -mance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Gray Methven
Title: Land Development Manager _
Address: 2301 Sunor Bush Road. Suite 400 Raleigh, NC 27612 _
Pnone: 919-
signatu
Date: a- 2-t . >s__
Page 1 of 2
V .- OlOJJVVOIQ %,uuLeX homes
03/21/05_11:35 FAX [phone] WITHERS SL- ENEL
1003
Q1003
Note; The legally responsible party should not be a homeowners association unlea;; more than 50% of the
lots have been sold and a resident of the subdivision has been named the pri sident_
I, M . P harr?_--) , a Notary Public for the nState of _? DY 1 h c4yo I i ? ?,
County of WO ko , do hereby certify that G-iYay Me?hV
personally appeared before me this 741- day of and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. vVitness my hand and
official seal,
WvlceCounty -North CatSlna
kh Cartmlaalon EFAM
Fpb. 22.2=1
SIB a1 PKQU3, Notary Publla
Wako Couray-Nor41 Ccroun
NV. ?'IS?O
F0.22 zoos
My commission oxpires_
Page 2 of 2
• oSo324
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
March 15, 2005
S&EC Project #:7968.W1
US Army Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: NWP 12 & 39, 401 Water Quality Certification, and Neuse Buffer Compliance
Weston Oaks Residential Subdivision U t;:?, r --I
Cary Township, Wake County, North Carolina (J ?f?
MAR 1 5 7005
- QUALITY
Dear Mr. Tugwell and Ms. Karoly: %%ETLk1DNSAt@
STTM. ATER6RAUCH
On behalf of Centex Homes (current property owner), we hereby request that the Army
Corps of Engineers issue NWP 12 and 39 to cover permanent and temporary impacts to
streams and wetlands resulting from the construction of a residential subdivision. We also
request written concurrence from the DWQ that the project complies with the 401 water
quality certification associated with-NWP 12 and 39 and that the project complies with
the Neuse River Riparian Buffer Rule. A Pre-construction Notification Application
(PCN) is attached, which includes an agent authorization form.
Site Location
The site is located north of Weston Parkway (SR 1652) approximately 300'feet west from
the intersection of Weston Parkway and Evans Road in Cary, Wake County, North
Carolina.
Project History
No previous permits have been issued or applied for concerning this property. On April 7
and 12, 2004 S&EC performed'a detailed wetland delineation on the property. On April
30, 2004 the NC-DWQ conducted an on-site determination to review 2 features on the
property for applicability to the Neuse Buffer Rules, (see attached DWQ Letter). On
February 23, 2005 S&EC delineated the wetlands and streams for the off property sewer
impact.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

March 15, 2005
S&EC Project ##7968.W1
Page 2 of 2
Impacts
Permanent impacts include 121 linear feet of perennial channel and 0.33 acres of riparian
buffer (Z1: 9,048, Z2: 5,459) for construction of a road crossing. A total of 59 linear feet
of perennial channel and 0.058 ac of wetlands will be temporarily impacted during the
installation of a sanitary sewer line.
Mitigation
Because the proposed impacts can not be avoided, are less than 150 linear feet of stream,
and are less than 0.1 acre of wetland we do not believe mitigation should be required.
However if mitigation is required we propose that payment be made to the NCEEP.
Please call me or email me at TPreuningerna,SandEC.com if you have any questions or if
I can be of any further assistance.
Sincerely,
Todd Preumnger Chris Flowers
Project Manager./ Biologist Wetland Scientist
Attachments:
Pre-construction (PCN) Notification Form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Impact maps (4 pages)
Stormwater Plan
Impervious Surface Breakdown
Level Spreader Worksheet
Cross Sectional View of Culvert
Letter of Justification (Withers & Ravenel)
NCDWQ Buffer Confirmation Letter (USGS & Soil Survey Attached)
$3,000 Express Review Fee (DWQ only)
.f
ly"AR 1 0 /UU1
DENR - WATEn QUALITY
VO ANDS AND STORMWATER BRANCH
Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No. D5 o 3.?.q
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 and 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Centex Homes
Mailing Address:__ _ Attn: Kelly Race
2301 Sugar Bush Rd.
Raleigh, NC 27612-3382
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 8
t.
III. Project Information
4A9v1E aJvi"ty map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included.. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Weston Oaks
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0755656108
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Weston Oaks
Directions to site (include road numbers, landmarks, etc.): The site is located north of
Weston Parkway SR 1652) approximately 300 feet west from the intersection of Weston
Parkway and Evans Road.
5. Site coordinates, if available (UTM or Lat/Long):_ 035°49'23.70"N, 078°48'38.98" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 39.91 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htM://h2o.enr.state.nc.us/admin/mUs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:... The site is currently undeveloped, forested land. Land use
in the vicinity is primarily commercial.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the construction of a single-family residential subdivision. The project
involves the construction of roads, homes, utility lines, and stormwafer'deyices. Heavy
equipment typical to construction of residential areas is to be used.
11. Explain the purpose of the proposed work: The purpose of the subdivision is to meet the
gxowing demand for houses in the Cary/RTP area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been issued or applied for concerning this property. On April 7 and 12,
2004 S&EC performed a detailed wetland delineation on the property. On April 30, 2004 the
NC-DWQ conducted an on-site determination to review features on the property for
J. On February 23, 2005
applicability to the Neuse Buffer Rules, (see attached DWO Letter
S&EC delineated the wetlands and streams for the off site sewer impact.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine,. delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent and temporary
impacts to jurisdictional waters will result from the construction of the proposed subdivision.
Permanent impacts consist of 121 linear feet of perennial channel for a road crossing. A total
Page 3 of 8
of 59 linear feet of stream and 0.058 acres of wetland will be temporarily impacted due to the
construction sanitary sewer lines.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
3E NWP 12 Temporary, 0.028 yes 125' Bottomland
excavation Hardwood
3F NWP 12 Temporary, 0.007 yes 70' Bottomland
excavation Hardwood
3G NWP 12 Temporary, 0.023 yes 50' Bottomland
excavation Hardwood
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hgp://www.fema.Lov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.25 acre
- Total area of wetland impact proposed: 0.0 acres permanent, 0.058 acres temporary
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
2D NAT 39 Permanent,
Culvert 121' UT to Crabtree Creek 13' Perennial
313 NWP 12 Temporary,
excavation 32' UT to Crabtree Creek C Perennial
4A NWP 12 Temporary,
excavation 27' UT to Crabtree Creek 6' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.¢ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tgpozone.com,
www.mapq,uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 121' Permanent, 59'
Temporary for a total of 180 linear feet.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 8
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact applplicableicable)
(if applicable) (lake, and es
sound,
t
indicate on ma acres c
bay, ocean,
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed sewer crossing locations are at points where the stream is relatively straight to
ensure a perpendicular crossing and thus will minimize impacts. The sewer crossing locations
were also selected as the most logical point at which the proposed sewer can tie into the Town of
Care's existing sewer network adjacent to the property. The proposed stream crossing is
necessary to provide two points of access to the property which is required by the Town of CqU
as well as NFPA fire safety standards. For additional justification please refer to the attached
memorandum from the project engineer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stnngide.httnl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount. (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts have been avoided and minimized to the maximum extent
practicable we believe that no compensatory mitigation should be required. However if
mitigation is required we propose that payment be made to the NCEEP.
2. Mitigation may also be made by payment into the North Carolina. Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at bZ://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involye an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
Page 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Impacts from Road
Required
Zone* I Impact I Multiplier I
r ... -e --+N
1 9,048 3 NA
2 5,459 1.5 NA
Total 14,507 1 I NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
imnacts from Sewer
Zone* Impct
e Multiplier Required
s u
ar
feet Mi
tigation
1 4,214 3 NA
2 3,484 1.5 NA
Total 7,698
,.:
* Zone 1 extends out 30 feet perpendicular fromn"ftf bank, of dHalh?2 Zxtands a1??"'
additional 20 feet from the edge of Zone 1. `
i
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
The proposed buffer impacts are below the threshold that requires mitigation and are allowable
as per the Neuse Riparian Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The existing impervious acreage is 0.0 acres (0%). The proposed percentage of impervious
surface for the project is 9.763 (24.5%). A level spreader will be used to insure that stormwater
enters the buffers in a non-erosive flow. A DWQ approved stormwater plan is therefore not
required. For a detailed breakdown of the proposed impervious area see the attached impervious
surface calculations.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project will tie into the Town of Care's existing sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
2
AZ
Applicant/Agent's 9fgnafure Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
UJ/1,4/U5 10:14 FAX [phone] Centex Homes
03/11/2005 12:11 PAS
Soil & Environmental.
11010 Fuycn Ride Road - R.aloiph. North c-=La 27614 • 1
www.Sand1?C.oom
k1000012
Consultants, PA
'hone: (919) a46-5900 • 17ax: [phone]
,,GENT AU'mol XZATION FORM
Phone: -Jb D
Project Name/ Description; -W e U S S
Date:
The Department of the Army
U.S, Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: am u ?„? e
Field Office: '
Re: Wetlands Related Consulting; and Permitting '
To Whom It May Concern:
It the current ro owner, hereby designate and authorize Soil & Environmental Consotants, PA to
act in my behalf as my agent in ttte processing of permit applications, to furnish upon request
supplemental information in support of applications, etc, from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, far Uability and professional courtesy reasons, is valid only for
,'overmnent officialB to enterthC property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site-
U ?'Not '
Print Pro q?' Owner's Name 1(V??.?.?gQir Property er's Signature
wwo'(k IW,y' UU
cc: Ms. Cylndi Karoly cc; Mr. Todd Preuninger
NCDENR- DWQ Soil & Environmental Consultants, PA
7321 Crabtree Boulevard
Raleigh NC 27¢O4 ChnLlottO ff a:
236 LzPhUlip Court, SW'c C 3317-1) Lawndalc Drive
oracn;boro, NC 28025 pbQuc: 30) ) 5410-9234
Phone: [phone] lzon (333
Fax: [phone] pax (326).540-82'3-'
Address: hL YL ! ¢00
"'?Jj Al )k '-21(47,
301 'z O

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l CARY, NC r ?
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Project/:
02-7573 Scale:
1" = 2000'
Fi
1
Project
Mgr.: SC Date:
121102 gure
- Cary
Quadrangle a Soil & Environmental Consultants, PA
11010 Raven Ridge Rd
- Raleigh
NC 27614
Weston Pkwy/SBJ Property
Trt Properties .
,
[phone] • [phone]
Web Page: www
SandEC
com
Cary, Wake County, NC .
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Project t: Scale:
02-7573 1' = 1320'
Figure 2 - Wake Co. Soil
Project Date:
Mgr.: Sc 121102 Survey, Sheets 36 & 46
Weston Pkwy/SBJ Property
Td Properties
Cary, Wake County, NC
e Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
PROPOSED WF'TI AND IMPArTS
ROAD CROSSING
SEE SHEET 2
IMPACT AREA
LOCA71O CATION TYPE
2A NB-Zt 9,048 --
29 NB-Z2 2,776 --
2C NB-Z2 2,683 --
2D CH - 121
SEWER CROSSING
SEE SHEET 3
IMPACT EA
LENGTH
LOCATION TYPE
3A NB-Z2 1,562 --
38 CH -- 31
3C NB-Zi 2,331 --
3D NB-Z2 648 --
3E JW 1,234 --
3F JW 297 --
3G JW 997 --
SEWER CROSSING
SEE SHEET 4
IMPACT AREA LENGTH
LOCATION .TYPE (5F) (LF)
4A'. '. CH -- 27 .
48 NB-Z2 523
4C
4D NB-Z1 1 B83
NB-Z2 5
1'
5
NOTES-
CH=Channel, H=Jurisdictlond Wetland,
NB=Neusa Buffer, Z1=Zone 1, Z2=Zone 2
1. WETLANDS DELINEATED BY S& EC AND
SURVEYED BY WITHERS do RAVEIM, INC,
2. BOUNDARY INFORMATION BASED UPON A
SURVEY BY WITHERS do RAVENEL. INC.
2C0
290
SCALE 1' - 200' 1?
Ra RMwm Date B Dai¢Ir Scd*
Slit Na
DrnnByNdR'- WESTON OAKS SUBDIVISION OVERALL WETLANDS IMPACT PLAN WVTHERS ?' RAVENEL
WEC 63/64/2005 IM/IM11// I ItLANtt[// 11NlY/YO// 1 of 4
Cho&ad By y Job NA 111 Ma K- Dme Cary, Nash G'oihu 11511
XC 263015.1 CARY WAKE COUNTY NORTH CAROLINA k1: 919-469.3840 -ith-ra-l- ba 919-467-6008
2A
9,048 SF
• ? ?? III ili??li • II ? ii II i t
\\ I \ ? ? III I IIII IIII I I II Q II I
\ ? 1 ? I III I IIII III I II ?II
? (59' 111(/ I I I I I ?II I I 1
I I
L?VEL SRREADER II, I III I I II II
\ I I I I I II >?'
1 IV IIII III I 11 1
\ I I ? ?? I I I II I'I ? 1
\ I MRS 3a' NRB III 30' "r I I II I I II?'Q- I'I I
--- I I II

\V As?
?, / /III \
? Ill \ \ \ \
? 1I I \
LI?_\\ ??? J 1 C
28 2D
1 21 LF
12,776 SF r`u
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jjt? E ?;: II I?III II \? ? uj
?f 11 II II ?yl
II II II ? 1`il
if; II II ? I I
,..I l ? Ih I III II I I ?? II I
I? ?I? I II I I
0
2,683 SF
SCALE t'= 40' DATE 02104105
Note See 0mu7 Wetlands Imaact Mao for Arco Location ,,,• ,n• n .n 2 of 4
WITHERS & RAVENEL WESTON OAKS SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
"I ""m Drw C4% was Wdeo m" bt sm-m*-ua I= nf-w-m ? `? CARY WAKE COUNTY NORTH CAROLINA

SG4LE 1'= 40' DATE 03/04105
Note: See 0ffd Wetlands Impact Aloe For Area Location
of 4
WITHERS & RAVENEL WESTON OAKS SUBDIVISION
E146114FERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
ft r M IAM 007. ftft 0Xw uen I* ~ t= 114-40-M ?` "" CARY WAKE COUNTY NORTH CAROLINA
1

..........
X11 L
C

O
l\ ?
SCALE. 1'= 40' DATE 03104105
Note: See 0ffd Wetlands Impact M for Arco Location a 4 of 4
4LO' lo-
WITHERS & RAVEN EL WESTON OAKS SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS WETLANDS IMPACT MAP
"' MwKs" ur. c"' ftS Ombw A"' %* " ?"` nK "I-W-M ..._.awwmwK"= CARY WAKE COUNTY NORTH CAROLINA
WESTON OAKS (Formerly Weston Tract 613)
IMPERVIOUS SURFACE CALCULATIONS
Total Tract Area - 39.91 Acres
Total Proposed Lots - 79

Description Impervious Area
per Lot
(SF) Total Impervious
Area
(SF)
Streets/Sidewalks/Public Infrastructrue N/A 148,787
Average House Impervious Area 2,900 229,100
Private Driveways/Walks on Lots 600 47,400
TOTAL PROJECT IMPERVIOUS AREA e 425,287
9.763
TOTAL PROJECT % IMPERVIOUS 24.5%
Prepared by: Withers & Ravenel
sf
acres
February 20, 2005
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: W E 5, 7-6 .0 Ds} k S
Contact Person: 71'D C_ R, E P LE Phone Number: (419 ) 4L9 -3340
Level Spreader ID:. FES 10
Level Spreader Length 59 ft.
Drainage Area 0 . C.L ac.
Impervious Area ci . C,y ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 4.5 cfs
Max. Discharge to Level Spreader 5 cfs
Filter Strip/Buffer Vegetation S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N"
If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
26Pre-Form Scour Holes are on flat slopes only
_72rG No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
WITHERS ` RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
MEMORANDUM
TO: Todd Preuninger, Soil & Environmental Consultants
FROM: Jim Canfield, PE
DATE: February 21, 2005
PROJECT: Weston Oaks Wetlands Justification Memo
W&R No. 203015.10
am writing this memo to justify the proposed roadway crossing of Kennicott Avenue at its
intersection with Weston Parkway. This parcel has public right-of-way access at both Stamford Drive
and at Weston Parkway. There are 79 single-family units proposed associated with this project. The
number of units requires two points of ingress and egress in accordance with Town of Cary policy as
well as NFPA fire safety standards. It should also be noted that without this second crossing the
project would have cul-de-sac lengths in excess of 3,300 LF, which exceeds the Town of Cary
maximum of 900 LF. This second point of ingress and egress will also allow for the residential
generated traffic associated with this project to be distributed in two different directions and not
completely along Stamford Drive, which is an office collector street. Lastly, this parcel is adjoined to
the south by the existing office development; to the west by a riparian buffer that is not being crossed;
to the north by the Wake County Crabtree Creek Watershed project and associated FEMA floodplain
and riparian buffers; and to the northeast by riparian buffers and FEMA floodplain. Therefore there are
no other locations suited to provide an additional access to this project.
We trust this information will satisfy your needs. Please advise if you require additional information or
have any questions.
iii MacKenan Drive Cary, North Carolina 27511 tel:[phone] fax:[phone]oo8 www.withersravenet.com
107 Stokley Drive 1 Suite 104 1 Wilmington, North Carolina 28043 1 tel: [phone] fax: [phone]
O? W AT?R micnaet t tasiey, uovemor
ti? t,?F William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
-i Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 3, 2004
DWQ # 04-0616
Wake County
Page 1 of 2
Gray Methuen
Centex Homes
2301 Sugar Bush Road MAY 1 0 2e"
Raleigh, NC 27612
Subject Property: Stamford Townhomes
UT to Crabtree Creek
On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A
NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Methuen:
On April 30, 2004, at your request I conducted an on-site determination to review 2 features located
on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The
features are labeled as "B and D" on the attached maps initialed by me on April 30, 2004.
The Division of Water Quality (DWQ) has determined that the feature labeled as "D" on the
attached maps Is subject to the Neuse Buffer Rule, this feature has been delineated and
flagged in the field and is identified as flag #114. Feature Bon the attached maps has been
determined as not subject to the Neuse Buffer Rule. Features A and C were not contested and
therefore remain subject to the Neuse Buffer Rule. These features and their associated buffers
should be identified on any future plans for this property. The owner (or future owners) should notify
the DWQ (and other relevant agencies) of this decision in any future correspondences concerning
this property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that
"exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day
statutory appeal time does.not start until the affected parry (including downstream and adjacent
landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification
in order to be certain that third parry appeals are made in a timely manner. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtreo Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpl/h2o.enr.stato.nc.us/ncwoUands/
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Td Properties
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APR 2 S 2004

Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

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Project Scale:
02.7573 V =1320'
Flgufe 2 - Wake Co. Soil
Project
Mgr.: SC Date:
12 I02 Survey, Sheets 36 & 46
Weston Pkwy/SBJ Property
Tri Properties
Cary, Wake County, NC
APR ?, ?, 200
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11010 Raven Ridge Rd.- Raleigh, NC 27614
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EXP
February 23, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
05-0324, Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Project Name: Weston Oaks Subdivision
Wake County
Centex Homes
2301 Sugarbush Rd., Suite 400
Raleigh, NC 27612
Fax #: [phone]
Subject Property: Located North of Weston Parkway, approximately 300 ft. `vest of the intersection of
Weston Parkway and Evans Rd.
Dear Sir or Madam:
On February 22, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from
Soil & Environmental Consultants, PA regarding a project known as "Weston Oaks Subdivision" for acceptance
into the Express Review Program. This letter advises you that your project will be accepted into the Express
Review Program once the following items are received: 1) a fee of $3,000.00 made payable to the North Carolina
Division of Water Quality, 2) seven complete and collated copies of the application and 3) seven copies of all
additional information pertaining to this project. Thank you for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application package
and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733-9721 or Deborah Edwards at 733-9502.
Sincerely,
?V/
Alan W. Klimek, P.E., Director
AWK/dae
cc: DWQ Regional Office
File copy
Central Files
Todd Preuninger-S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
Filename: Weston Oaks S/D
401 Wetlands Certification Unit
1650 Marl Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://12o.enr.state.nc.us/ncNcetlan(is
o e Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recyded/l0%0 Post Consumer Paper
24
MULTI COMMUNICATION REPORT
DATE FEB-23-2005 WED 15:45
NAME DWQ-WETLANDS
TEL [phone]
REF. NAME
COMMUNICATION MODE : TX
NO. FAX NAME/NUMBER
965 98469467
965 95718346
START TIME TIME MODE
02-23 15:39 00'22" ECM
02-23 15:44 00'00" ECM
PAGE RESULTS
2/2 OK
0/2 NO AI4SWER
TOTAL TIME : 00:0012211
TOTAL PAGES : 2
02,-22/2005 12:53 FAX
DRp DORNEY f]UUli00a
Environmental Consultants, PA
g 4 . pt,,,- 19191 s46-5900 • F3X-. [phone]
llolo Raven Ridge Road
Raleigh, North Carbhns 27 1
www.SandEC-com
DATE: a
TO. NAME: 1 -6-
COMPANY:-. D
FAX NUMEER-1
Project Number: 719 G2 W b
CC:
SUBJECI':i ?`E S
FItOI1-I: ? P?
The following items are being faxed. Number of pages including transmittal sheen ?i
For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
I-JAiiD COPY SENT:
US Regular Mail
Overnight
For Your Information
Per Your Request
Please Call
Please Handle
Hand Delivery
2!?,& Hard Copy Sent
J
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT AT [phone].
*CONFIDENTIALITY NOTICE*
This transmisma is intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and confidential If the reader of this: message is not the intended recipient, you are hereby
notified that any disclosure, distributiru or copying of this information is strictly prohibited ifyou have received this
h sncmission in error, please notify us immediately by telephone and return the foxed documents to us at the above address
via the United States Postal Service.
• ;rccns?oro Otfic::
h itloLt e- 3817.E Lawndale Drivc
226 LePhilLl? COW, Suite C Greensboro, NC 27455
Concord. NC 28025 phone:; [phone]
FEB-22-2005 TOE 12:28 TEL:[phone] NAME: DWQ-WETLAIIDS
FACSIMILE SHEET
FAX 1V•O. 919) 846-9467
. . 02/22/2005 12:59 FAT -+ DWQ DORNEI X1002/003
4pARTICIPXfION 01 OVERS IN TE EXPRESS
S PER1?'a TTINGIUNTI ROG1tA11'I
INITIAL INTEREST IN
WITHIN
September 1, 2004
Version 3
Applicant Name:
Applicant Address:
Fax number. S. ---
Applicant's phone number:'(,
G4,v? x Go-?`-?
Applicant's email address: k<mQQ-
Consultant Name (if applicable): u
r
Consultant address (if applicable): _
Fax number - y
?
Consultant's phone number.
Consultant's email address:
Type of action requested under the Ecpress Review Program (check all that apply):
401 Water Quality Certiftcatioa ? Stream Origin Determination
# of Determinations Requested.
? Isolated Wetland Permit
Riparian Buffer Approval ? Intermitten0erennial Determination
'# of DeterzninationsRequwted
? Stormwater Management Plan
? Mitigation Plan
? stream [] wetland ? buffers (check ail appropriate)
--. -:5> County:
Name of Project: erg
- - -C? --
Total project acreage: ?a? , C( I .acres) Total built out impervious area: (acres)
Nearest named stream (from USGS topo map): t Q
Please provide a brief description of this project (attach site plan if available):
4'+L l CJ.7?
Phase attach a map of site location using USGS 1:24,000 map and county soil survey-
1
FEB-22-2005 TUE 12:29 TEL:[phone] NAME:DWQ-WETLANDS P. 2
• . 02/22/2005 12:59 F:LT
Proposed impacts:
C. O to S

O- 333
-+ D;1'9 DOR\EI IM0031003
Acres of 404 wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
square feet of protected stream buffers
Has consultant or applicant attended any DWQ.sponsored training sessions in the past two years? If so, please list
which ones.
1 ?c ..
Has any DWQ staff visited the site.if yes, please provide DWQ staff name, and
date of visit: \ 70, acx
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below- ^
Does this project require approval ur.der the State Environmental Policy Act or National Environmental Policy Act?
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
I
Does this project require approval of a Variance from the NC Environmental Management Commission? )J ,
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with -espect to public involvement.
Thus form must be submitted via ers,ul (c/o 401e. res ancmail.net faxed (919-733-6893) or hand-delivered to the
Parkriew Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the
)express Review Progiam will be nctitied via email or fa.< within 2 days. Successful applicants will then be instructed
regarding detailed procedures for full application (Please Note: Submittals of the review packages on Friday after
12:00 pm will be stamped as receiv -d on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
FEB-22-2005 TUE 12:29 TEL:[phone] NAME:DWQ-WETLANDS P. 3
T .:?, f..miPrt site - vlease include reference to the county, nearest name town and highway number:
EXPRESS REVIEW SCHEDULE
PROJECT NAME: Q-e-07-?_
ACTION
Acceptance letter
Application received
Initial review/letter
Information received
Field Meeting
Additional information letter
Information received
Office Meeting
Additional information letter
Information received
Expiration
Issued/Rejected (circle one)
DWO #: C3 S- co 2q
DATE
2 Z C5S
3
P.O. • INVOICE • INVOICE DATE • IDENTIFICATION GROSS DISCOUNT NET
30705 -03/07/05` 71561 WO LD LAND 3,000.00
30705 03%07/05 Invoice total 3,00.00
Vendor payment 3,000.00
i 3,000.00
f
i
---------------- ------- ---
I

Total vendor payment 3,000.00 3,000.00
CHECK NO: 178908 PAYEE:N.C. Divsion of Water Quality VENDOR NO: 099004 DATE: 03/08/05

ffiu FC i0r, r.KZirrunravrr.?a 19me i Mwn iise
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EX. / /1 ~ 1 s_\\
UTILITY NOTES _ \ r. / \ ~ \ CLEARING NOTE: sTO RM DRAINAGE SUMMARY
(i) ALL CONSTRUCTION SHALL BE IN ACCORDANCE MATH TOWN OF CARY DISSIPATOR DESIGN / STANDARD SPECIFICATIONS AND DETAILS REVISED APRIL 15, 2004. / ~ 1 \ PER THE PDD D U stream D wn - \ \ OCUMENT, NO LOT CLEARING SHALL p o Stream Length natal Flow Pre Dev. Q Section u S r I p i eam Downstream Slope Rim Grate
~ \ ' 1 \ \ TAKE PLAC Node Node (ft) (cfs) (cfs} Size Invert ft Invert ft \ E UNTIL A BUILDING PERMIT IS ISSUED. c) (ft/ft) Elev. (ft) Type
(2 THE CONTRACTOR SHALL / 5~ \ USE EXTREME CARE TO AVOID DISTURBING APRON OUTLET D STREAM RIP RAP RIP RAP SIZE / ~P \ EXISTING STREAM CHANNEL DURING SEWER LINE CONSTRUCTI OUTLET N PIPE DIA. v10 LENGTH ~ T ' \ \ 1 \ ALL LOTS SHALL BE PROTECTED WITH "TREE cB12 ce11 3a 2.7 1.6 15 inah 2s9.sD 299.50 0.0079 304,41 F
ON, ALl D H WIDTH THICKNESS CLASS d50 / ~F,~ 1 \ SANITARY SEWER PIPE STREAM CROSSINGS AND DISTURBANCES SHALL BE ONCHES) (FT/sEC) (FEET) '..;FEET) (FEET) (INCHES) (INCHES) ~ \ \ \ B FES10 100 4.5 2.7 15 inch & 299,30 289.00 ~ \ \ " 0,1030 304.41 G \ PROTECTION AREA TAPE WHICH SHALL BE PLA
PROTECTED WITH 22" CLASS 1 RIP-RAP WITH FABRIC UNDERLINER, FES #10 15 5J 5 4 9.5 9 A 3 0 ~ / i; \ \ FES #20 36 9.6 24 9 20 22 I 13 ~4 ` / ~ t ~ ~ ~ \ CED CB33 CB32 27 4,2 \ \ 2.5 15 inch \ \ AT THE LIMITS OF CONSTRU CB32 C630 2g2 323.75 323.55 0.0074 327.79 E
(3) ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL FES X40 24 14.8 I6 6 20 22 I 13 i V~ 'y0 ~ ' \ CTION LINE AS SHOWN 5.4 3.2 18 inch 323.45 322.30 CB31 CB30 27 3.9 2.3 15 inch 323.28 322 75 0.0040 327.79 E \ ` ON SHEETS 2 AND 3. REFER TO o,olss 327,28
~ / HAVE A RIM ELEVATION ONE FOOT ABOVE FINISHED GRADE FES p50 15 15.5 10 4 14.5 22 I 13 ~ / FES #60 2 ®8'x8' 13.5 45 wank-Bank Bonk-Bank 22 I 13 / ! ~ \ \ DETAIL ON CB30 DI29 124 1p,1 E \ 6.1 18 inch & 317.00 305,00 0,0968 327,28 E \ SHEET 13. DI29 0128 52 10.2 6.1 18 inch 304.80 304.00 0.01 4
(4) WATER LINE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN / ~ \ \ 0128 CB27 119 10.9 6.5 1 S 308.50 840.16 S Inch 303.80 299.82 O.D334 307,50 840.16
OTHERWISE. ALL DISSIPATORS SHALL HAVE FABRIC ',~NDERLINERS. - _ ` / ~ \ \ C627 C626 82 14 0 8.4 24 inch 299,12 297.95 0.0143 304,82 G \ \ \ C826 C625 155 16.2 9.7 24 inch
{5) WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY ' MEASURED / ~ \ \ CB25 CB23 59 18.1 10.9 24 inch 297.75 295.59 0.0139 303.45 G \ \ \ DI24 C823 24 10.2 6.1 18 inch 95.39 293'70 0.0286 301.09 G
EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM i / ~ d° ~ SEWER UNLESS 1HE ELEVATIONS OF THE BOTTOM OF THE WATER MAIN / 294.00 203.70 0.0125 298.00 840.16 \ \ C823 CB21 27 29.8 17.9 3D inch 293.20 293.00 O.D074 300. 4
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A ~ ~ / ~9 8 E \ \ CB22 CB21 105 2,9 1J 15 inch 296.93 296,09 0,0080 301,6 8 G \ \ J CB21 FES20 52 35.7 21.4 36 inch 290.50 290.00 0.0096 300.84
HORIZONTAL SEPARATION OF AT LEAST 3 F / EET, / ~ ~h ~ GRAVEf_ & RIP RAP FILTER BASIN DESIGN \ \ O E I \
WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE ~ / VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER UNE BASIN DENUDED DRAINAGE BASIN I ~ \ Q CB49 C648 27 3.6 2.2 15 inch 332.14 \ CB48 DI47 131 4.7 2.8 15 inch 330.00 332.00 0,0052 336,89 E
I PASSES UNpER THE SANITARY SEWER, THE SEWER MAIN D MENSIONS WEIR VOLUME VOLU CL NOUT AREA ~ / / F CE SHALL BE AREA AREA DEPTH LENGTH WIDTH LENGTH PROVIDED EQUIRED FRE / \ \ \ ~ 325.00 0.0382 336.89 DI47 CB46 131 4.8 2.9 15 inch 324.60 323.00 D.D137 328.50 4E \ \ ,9 C646 DI45 109 6,9 4.1 15 inch 322.80 315.00 8 0.16
DUCTILE IRON PIPE (ac} Ac SFr Fr Fr 0 / i~'' \ ~ DI45 DI4 0.0716 328,20 E \ ~ 3 24 7.0 4.2 15 inch 314.80
1D 08 ( ) ~ ) ( ) ( ) (FT) (CF) CF) (MONTHS) (SF} ~ / / ~ 0.8 S.D 27 13.5 4 1,458 1,4 195 / f LL A RUNES SHALL BE DUCTILE IRON PIPE. ao 2.5 a.6 -s.D as za 12 a,608 asoo tz ~ - _ \ ~ 0143 DI42 101 7,2 q 3 1 312.50 0.0958 319.50 840.16 ~ \ \ ~ ~ DI42 CB41 30 8 Inch & 312.00 297.00 0.1485 316.50 840.1 6
- _ ~ - . 41 0.5 0.5 a.5 23 11.5 4 926 900 12 122 / ' ~ {6) ALL WAIER SERVICES SHALL BE 3/4" TYPE K COPPER AND ALL SEWER 50 0.5 0.5 h.5 23 11 M ' 'li`- ?f ~ - \ ~ , l>ec> FE540 16.2 10 9 24 inch 296.50 296.00 0.0167 302.50 840.16 \ ~ 241nch 295.80 285.00 O.D628 \ 305.27 F
_ ~ i; 4 926 900 12 122 A/ SERVCES SHALL BE 4" SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. 51 o.s 0.5 -45 23 11.5 4 926 900 12 122 ? ; ~ ,y A \ \
BMP 1 3.0 10,9 ~ ~ - _ ~ - „ N A N A N A N A 6,800 5 400 12 2,657 i / (7) CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR 1 - _ _ \ ~ \
TO CONSTRUCTION. LOCATION OF EXISIING UT1UTIES SHOWN ON PLANS NOTES: 1 Of FREEBOARD IS PROVIDED Fos: EACH BASIN. ~ i i - \ , ~ / x~.~~ ~ ~ 1 \ \ ~ \
IS BASED ON BEST AVAILABLE INFORMA110N BUT CAN BE CONSIDERED SURFACE AREA Is BASED oN 1,soD SF/cFS FOR 1a >R - s HouR STORM ' ~ , _ _ _ 7' ~ ~ - ~ ~ - ~ ~ ~ _ ~ T _ NLY AS APPROXIMATE, _ ~ ~ ~ ~ - j ~ , \ rv~q A, ~ A \ \ \
(8) BENCHMARK IS RIM OF EXISTING MANHOLE AT THE TOWN OF CARY ~ ~ \ ' ~ ~ f N ~ _ SEWER INTERCEPTOR AT LINE 'B' TIE, ELEV. IS 283.28 \ \ - IPrt III riffs' Uivl_E5S NOI~U ~mE.kWISE ~ _ ~ -DI IS NCDOT STD. 840.14 W/STD 840.16 FRAME & GRATE
~ ~ - (9) TOPOGRAPHIC INFORMATION AND RIPARIAN BUFFER LOCATION FROM m ~ ~ i \ ' ~ ~ INDICAT S \ \ E Qlao
w~,~ ~ ~ , SURVEY BY WITHERS & RAVENEL. / ~ ~ ~ \ ~ INDICATES PRECAST 8'x8' RCBC W HEA WA D LLS OR ALTERNATES AS APPRDVEO BY THE TOWN DF CARY ~ ~ ~ ~ ~A V A -dt INDICATES ALUMINUM PIPE
1, ~ \ (10) WHERE THE STATIC WATER PRESSURE IS IN EXCESS OF 80 PSI, A ,y ~ -NOTE THAT SOME RIM ELEVATIONS FOR ' DISMAY REQUIRE ADJU T
PR ~ ~ 1;. SURE REDUCING VALVE SHALL BE PROVIDED INSIDE THE BUILDING / ~ ~ , _ - ~ " ~ - \ ~ \ S MENT DUE TO LOT FILLS A ( i
IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLUMBING CODE. t ' 1 ~ I / A / I V \ A ~ / ,i
(11) SANITARY SEWER MAINS INSTALLED WITH A DEPTH OF COVER OF 14 FEET , _ EET SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH ~ ' ; 10 ~ - . ~ ~y; LVERT CONS _ A TRUCTION SE UEN ~ I Q CE ~ v ~ v ,I
' ~ ~ c~ I ~ ~ ARY STANDARD 07000.13, SEWER SERVICES INSTALLED MATH A DEPTH OF 1 ~1~\ \ \ ~ I II A ~ ~ 1, C TRACTOR SHALL INSTALL BOX CULVERT OUTSI ~ , ~ ~ ~ ~ v ~ ~ ~ DE OF EXISTING
SILT N 6. COVER OF 8 FEET TO 14 FEET SHALL REQUIRE CLASS I BEDDING , ; , ~ , FROM 4" " ~ 1 ~ , ~ 11 , BELOW THE SERVICE TO 4 INCHES OVER THE SERVICE UNE, FENCE u?~( IG~?x ~ ; 9 9~5 F ~ ~ ~ STR M CHANNEL AND USE COFFER ~ - ~ ~ ~ ~°~V ~ DAM TO PROTECT CULVERT. -
SEWER MAINS AND SERVICES INSTALLED WITH A DEPTH OF COVER OVER O ~ ~ S C3 r - i~_. ~ ~ ~ \ s~ v ~~o~~~ 2.'0>'~CE E FIRST CULVERT IS CONSTRUCTE ,'Off' \ A ~ \ ~ ~ 1 ~ D, THE STREAM~~HAL ,i
14 FEET SHALL REQUIRE DUCTILE IRON PIPE FDR THE ENTIRE RUN e°j a ~ ' ~ ' } ~ ' . N 277 SF / , BETWEEN MANHOLES OR CLEANOUTS. ^ ' h a ~ ~ i \ ~ ~q ~ BE I ~ % , , \ s ~ ~ D~VE ED INTO THIS CULVERT TO ALLOW F ~ ~ r~,~ ~ ~ OR CONSTRUCTIQ,dJ
r~ ~ A h. \ ,~y~~, OF THE S D CULVERT, i
12 MIN NOW R F ( ) IMUM SLOPE FOR FOUR INCH SANITARY SEWER SERVICES SHA 0 ORMERLY ~ 1.0%. CLEANOUTS SHALL BE PROVIDED AS SHOWN N ~ / M ~ R v ~s\ ~ v 3, CONTRACTOR SHA ~ , ~ ~ ~F , ~ CL~PROVIDE BYPASS PUMPING AS REQUI f~D
BUT SHALL BE SPACED AT NO GREATER THAN THE PLANS WAKE COUNTY-CR ~ ~ ` 75 LF FOR 4 A B TREE REEK I ~ , ; - ~ PN ~ TO FACILITATE ONSTRU~ N OF THE ~ 1 ~ Tl.~ CULVERTS, v IQP ~ / ,
SERVICES, ALL CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ~ ~ 12 ABOVE FINISH GRAD 7~ ~ \ t,y~ i~ 1'x'911 S~ E OR MEET THE OPTIONAL CLEANOUT REQUIREMENT TERSHED PROJEC I ~ 1.1; 911 S~ - i' ~ R ~ \ v ~ ~ , , ~ 0 ,
~ - ~ - ~ TE`M~ , METHODS AS SPECIFlED IN CARY STANDARD D7 < / ~ ~ ~ 000.10, c~EANOUTS LocATED PIN 0756.04-63-8363 ` ~ / ~ ' 8,872 SF~ ° ~ ,-CHI IN PAVED AREAS MUST HAVE CAST IRON RISERS, FITTINGS & BRASS CAPS. TE"M~ ~ , ~o N ~ ~ LEVEL SPREA R ~ / N , ~ TABLE ~ ,
~ . / , 13 F MA PP MB 1975 PG 80 ~ ~ . ~ ( ) E MA ED FLOOD PLAIN LOCATED ON THIS PROJECT PER FIRM ~ ~ { ~ ~ " MH , , < , ~ \ 3 W O ~ 1 ~ ,~:a4$&.,~' ~ ~ as ~ ~ A o ~ V ~ ~ OUTLET 4 LENGTH /
MAP 3718300284 E, DATED MARCH 3, 1992 ~tg ~ ~ ~ , ~ ` ~ ~ , ; 3006, PG 246 Q , ; N '
~ ~ / , (14) TREE PROTECTION FENCING SHALL BE INSTALLED ANO INSPECTED PRIOR / ~ , l £O ~ 2, ~4~~~ ~ e ES10 4.5 CFS 59 / ~ \ /
TO ISSUANCE OF A GRADING PERMIT. FENCING SHALL NOT BE REQUIRED !v~ / ~ ~ N ~ ~ ~ ~ ~ ; ADJACENT TO AREAS WITHOUT WOODED VEGETATION. 6 ~ 1 , ~ ~ \ ~ ~ FES50 2.8 F _ . S~
/ 3
~ / , (15) BLOWOFF ASSEMBLIES IN TRAFFIC AREAS SHALL BE INSTALLED PER ~ TOWN OF CARY TRAFFIC AREA REQUIREMENTS. / ~P ~ \ /
~ ~ - ~ fir` ~ 1 / ~ ~ ? / ~ SILT ~ ~8 ~ ~ / ~
MH Tea ~ , , - s,,, (16) THE TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS WERE REVISED ~ / ~ T ~ x 4/15/04. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION IS COMPLETED IN TRANSI ON A I ~ / ~'E ~ /
ACCORDANCE WITH THESE SPECFCATIONS. SEDIMENT BASIN 1 20' T 3 , E SEMENT FROM / ~ ~ 0 DUE TO PIPE DEP ~ y' , , 59 , 11 0-60.. S~F ~ ~ ~ ~ ffl ,A ~1 u r . ~ ~ . H/ ~ ~ ~ ~C' l y~ ~i ~i V 6X6 ~ ~~5' ~l n ~ - ~ ~ ~ \ / O ~ ~ ~~F ~ / ~ / it ~i ~r
SEE EET BA FOR PROFILE 14 ~ % ` \ ~ ~ TO BE REMOVED WHEN ~ ~ . i F D J ~ N
STORM SYSTEM COMPLETED , >>~N , F ~ 2 , ~ , 41 S~ o
AND DENUDED >iREA IS ° • ~ 10, 31 SF ~ ~ ~ Coal CTIO ~ ' f CL h~D ~i,l ~ ~ v / , ~ , , 1~R NE ~ ~ ~ ~ ~ ,
RESEEDED AND TOWN OF , ~ti ~ , 2 , f S I .F ~ ~ I • REFER TO SHT \ \ w' • ~ ~ FOR RECLAIMED
CARY APPROVES. ~ ~ 4 ~ , ~ 60 ~ v~ i' x \ \ 1{x,31 ~ ~ ~ ~ ~ x ~ r' ~ <A v v ~ a WL C
S8A '2.y ~ ~ / i / ~ ~ 8 ~ , ~ ~ ~i \ X31 F r' ~ ~ c I
TOWN OF CARY PLANNING DEPT. RE UIRED N ~ 15 ~ Q Q OTES BMP 1 # ALL BE ~ - ~ 1 ~ ~ I , GV \ ca I e ~ ~ ( ~ / 1 ~ ~ A \ q,~, ~ , ,~~x 0
T 10 12 F, ' ~ . 0 MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS U,5E0 F EROSION ~ ~ ~ S ; ~ ` LIMIjS 0~: ~ ~ ~,x6 , ,C~ ~ ' ~ ~ ; 4 ASPHA , ATH TO BE ~ , I~ I \ 1);
AND STRE T CAPES T E $ ,THE CONTRAC OR SHALL CUT MINIMUM TR I 406 S ' ; ~ ~ , _ 2 ENCHES A N C . LOG , DURI N 1N G ,,t._ CSJ14S UC j 'MIN. ~ 6 ~ G ~ / 4 ` Thi#=r °tIMI1~S OF DI - _ I~ . - - ~ v t', CONSTRU AS SHOWN 4 + ' ~ I ( \ ~ ~
' STUR ANCE, SO AS TO CUT RATHER THAN TEAR ROOTS. GU RUCTION. ~ ~ AN P D E T ~ I ~ ( ~ ! Il AIL ON SHT 11 i l~ j
2. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE ~ ` ~ ` ~~~~a o • ~ - . ,I ~ ` t , i j //~l,I „ , '1 ~ , W ~ 4 , / ~ , / ~ ~ ~ ~ , , +l /+r fl t 1ij,.r Il~~.i!ii _ 4~' A I l 1,
WORK IS COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED. THE ~ < - ~ . ~ ~ r ~ 1 " ~ c i i,~ , I~ I ~ ~ ~i ~
, .C , ~ ~ F FENCING SHALL B R - ,1 - - - s`~' E EMOVED PRIOR TO FINAL INSPECTION. ~ ,r 7 _S~-~ ~ ~ , _ - ~ ~ ~ ~ r \ i w O ~ a rr ~ r p, `(r l ii d
~ ,11,34 SF _310 ~ ~ . _ r. • z 6 "7 / ~ ~'l+ r~ 1, 1 t~ I
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RIP RAP FILTER BASIN ~ ~ , ' . 5001 ti ~ ,IbW ~ , , - - - - ~ i ~ I , ~ , ~ m I ENQE ~ I I d / ~ v'~ ~ I ~ / ~ \ 1 .Q ~ If W p , i _ I I
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~ .l ~0 64 ~ ; WETLANDS ~ , `,W/CLE. NOU (TY~) ,w - J ~ I , ARI N II , ~ - - ~ ~ ~ BUF I I. I
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3 , ~ ~ ZONE 3 N ~ " „ * I 3 ~ ~ ~ xs' I , 1 ~ ~ n ii I ~ III , i
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' ~ ~ ~ 3 ?1 ~ , I ~ III CO TRACTOR SHALL - ~ S I ~ 78 > I II IIII
I , , ~ ~ ~ ~ ~ I 1 ~I RE OVE GUARDRAIIL ~ A t+N ~i~ it i A REQUIRED FORT
1. i ~~1~;9~0\SF ; , ~~,u~~T ~ ~ i 1~Q,3~1 -Sf ` ~ " ZIP I 0 ENING I
/ , ~ , i , ; i ~._;F~ I , . / _ ~ ~ , i 52 < \ ~ ~ ~ / -cone ~ u~~ > t,. n ~11 305 SF s , ~~y ~ h ~ , ' ` - II ~II I ~ - - 0 ~ I I ii ~ I
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/ ~ - ~ , 11,210-~~~ v _ , I ~ . II % ~ ~ ~ „ ~I
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P ~ , , y ~ ~ ' ~ -r a ~ _ ; ~l ~ ~ ~ i ~ I 16 STEEL CASING II I - _ t I - , ~ , ~ ~ : I PIPE TO BE BARED
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i / / F i i \ 43` ,67 , , , , ~ ~ 14-235 F i - ; . , O~ ~ ~S _ _ ~ , ~ ~ _ ~ -3io~'- ~ - ° I II C STRUCTION '1' ~ ~ _ ~ ~ ~ I 11 I , ~ ~ - _ ~ I _ - - - % 1 ~-.~r I ~ I
q r~~ , i . i ~ L ~ ~ ~ ~ .i - - - ~ ~ N I II n I ~ i~aTE: _ 1 ~ ~
i / i i ~ i f\ o -1 7 - _ ~ ~ WITH VEGETAP ~RE ~ I I I I I I IMAL I
~ i i ~ ~ ~X - ~ - i ~ ~ , . , ~ ~ ~ , i , , : ,C~I~ITS~ F' ~ - - , 'X ~ ~ ~ ~ I I ~ , ~ \ , ~ MAINTENANCE SUCH ~A$ ~ , N LO II II GR VEL I
' ~ A I ~ ~ - , ;'v~ i ~ y j ~ , ~ ~ ~OI~TRUCTIOt~f I I \ \ ~ _ GRASS, RED FESCU '~bR', THERE VARIE - ' I Iii CO STRUCTION ~.1• K, \ . ~ ~ II CA
/ ~ - 6 ~ - , / ; ; ~ , \l 441 S~' ~ ' 14 a-,, A ,67~ SF," ~ , ~ ~ ~ AS APPROVED BY I ~ II III EN AN RO 'ti \ OF CARY. I I I CE , SF<' ~ i20. 'r~D~CA ~`S~RIP ~ ' ~ ' ~ SLOPE RETENTI N ~ ~ I I .I $S•"'•. ti
1; , , ~ ~a~ J ~ o D~ I I ~ MAY ALSO I I, 0 S 9 . y, ' _ ERE UIRED IF ~ I P 1 II Q` N9 ~ •
, l ~ ~ - Q ~ 1 ~ 10 4 3 5F ~$LOWOFF i ~ ' i ~ ~ 1 , r - ~ / ~ O - n \ - \ ~ ~ Q DEEM NECESSARY .I a Y 1`H~ TOYMI. - _ ~ ==ti Ili ~ I SEAL s
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~ ~ ~ - i F'O R a< _ - - ~ ~ ~ 4 \ - _ i. - I ~ \ i I icy I la =~*v. i'

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~ , / ~ I I ~ . i ,J / ( \ N 41,E ER . \ ~ I I I I I Plnnninn I nl>_,_ _ noH
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No. - Revision Date B Designer Scale SCALE; 1 - 60
A ~TOCst REVIEW COMMENTS 12 20 04 GAS W&R 1"=60'
B TOC 2nd REVIEW COMMENTS 1/18/05 JEC Drawn By Date WATER, SANI SANITARY SEWER, STORM DRAINAGE -WITHERS RAVENEL
C TOC APPROVAL -3/9/05 GAS GAS 11/1/04 WESTON OAKS Checked By Job No. Sheet No:
JAB 203015.1 AND E ~ND EROSION CONTROL PLAN ENGINEERS I PLANNERS I SURVEYORS
1111 NAaCKerm Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.COM

'1 1. - / I ~ ~ .
EROSION CONTROL & STORM DRAINAGE NOTES ~ ~ ' ~ - ; (1) ALLCONSTRUC110N SHALL BE IN ACCORDANCE WITH TOWN OF GARY (17) A PRECONSTRUCTION MEETING MAY BE REQUIRED FOR TI~IiS CONSTRUCTION. ~ - ' a, ( acv ~ ~ \ ~,L ~1~, \.1 ~ ~ ~ 9 8'45 S~ ~ ~ , Y ~
STANDARD SPECIFICATIONS AND DETAILS REVISED APRIL 15, 2004, S~~~M~~ ` i ti, ,r ' ~ r _ ~ l ~ . ~ II ~A ~ . _d ~ ~ , ,
(18) PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN 15 WORKING '\\BA,SIN ~4'CJ . (2) THE CONTRACTOR SHALL USE EXTREME CARE TO AVOID DISTURBING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, PER TOWN OF GARY J , / -9 J 9 864 SF ~ ~ E ~ ~ s_ - ~ ~ ~ ~
EXISTING STREAM CHANNEL DURING SEWER LINE CONSTRUCTION. ALL REQUIREMENTS AFTER CONSTRUCTION IS COMPLETE. - ,`1 SANITARY W PIP ~ ~F SE ER E STREAM CROSSINGS AND DISTURBANCES SHALL BE 19 TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED PRI R I ~ i _ / ~ 907 S , , ~ ~ ~u~
PROTECTED WITH 22" CLASS 1 RIP-RAP WITH FABRIC UNDERLINER, ( ) O ~ \ 'x" ~-,'OQ ) TO ISSUANCE OF A GRADING PERMIT. FENCING SHALL NOT BE REQUIRED ~ , r - ~ ~ - ~ _ / \ \ S 4 ~ \ \ I ~ ,
(3) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES ADJACENT TO AREAS WITHOUT WOODED VEGETATION. \ 1 ` ~ - DURING THE LIFE OF THE PROJECT. ~ ~ 1 ' _ ~ ~ ~ x - ~ ~ , , , - ~ i 1 ~ ~ ~ .>t'.'~' i it ~ i ~ ,~,~~q~ V<
\ (20) THE TOWN OF GARY STANDARD SPECIFICATIONS AND DET!~ILS WERE REVISED , \ '~i ~ ~ 1;0 788 P ~ _ 3 ~ ~ ~ 3 ~ ~ , ~ ~
(4) CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO 4/15/04 CONTRACTOR SHALL ENSURE ALL CONSTRUCTIOW IS COMPLETED IN , \I \ ; ~ ACCORDANCE WITH THESE SPECIFICATIONS. REFER TO REVISED GARY DETAILS i , \ 11 4,8" `~1 ~ ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES. , ~ , , • _ • WORM ~I ~ ~ ~ ~ , 'r ; ~ , r i't~
1 A CATCH A IN H HA T P r~ F 1 I. ~ 5 ALL CATCH BASINS SHALL BE PROTECTED PER TOC STD. 4 .14 N (2) LL B S GODS S LL BE S AM ED "DRAINS TC RIVER" V O D 000 U LESS YNTH 3/4 HIGH LETTERING, ~ ' ` ' - ~ ~ i i~ 1_ i ~1 ~ k t 1 i~~ i~ i 1 1 l l . ENT ~ ~ r. i ~ ' ~ ~ ~ i / ~ ~ l ~ ~ ~,~i' - ~ ~ ~ d 1. l~~ 1 1 i i ~ r ;LIMITS OF, ~ , ~ , ~ , ~13,3~5 ,t ~'a, ~ ~
NOTED OTHERWISE. i \ ~ ~ i ',,11.,322 SF CON FR~ - t , ~ ~ _ ~ ~ ,
(22) ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT ~ (6) CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR ' N 4! P i 9 , A i' I i i +h - 1
TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS GROUND COVER WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, ~ q ' WHICHEVER 15 SHORTER, t L - ~ IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED , , - ~ 78 ~
ONLY AS APPROXIMATE. 23 ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEEP CLEAN AT / ,il ~ ~ ti~~ ( ) ~ ~ _ ~ ~ ~~1 643 SF ~ ~ ~ ,
ALL TIMES OR A WASH STATION WILL BE REQUIRED. ~ ! (7) BENCHMARK IS RIM OF EXISTING MANHOLE AT THE TOWN OF GARY ~ 8~ ' ~Q~ / - .1~9 0 ~ , ~Q.,~1 -S~
SEWER INTERCEPTOR AT LINE 'B' TIE ELEV. 15 283.28 ~ 1 (24) THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT ~ 3 , . r~,~.l , 3 S , ~ r~, \ ;
(8j TOPOGRAPHIC INFORMATION AND RIPARIAN BUFFER LOCATION FROM PRACTICES AND ENGINEERED STORMWATER CONTROL STRUCTURES AS I ~ t'I ~ OUTLINED IN THE TOWN OF GARY LAND DEVELOPMENT ORDINANCE ' ~ 1 SURVEY BY WITHERS & RAVENEL. ~ ~ - ~ ~ - , _ , _ - - ,
~ - ' ~ 1 - CHAPTER 7, PART 3.7. ~ / i'~ d, , (9j CONTRACTOR SHALL CLEAR FOR PIPE AND CONSTRUCT PIPE. (25) RISER STRUCTURES MUST BE ON SITE BEFORE GRADING PERMIT IS ISSUED. LIMIT F ~ \ \ - ` ~4 11", d ~ _ - , - ~ , , _ , - _ F 11 210 SF , , ~ ~ ~ 3 ~ _ , ~
CONTRACTOR SHALL INSTALL SILT FENCE AND SEDEMENT BASINS AT PIPE ~ - V ` / ; CON ~.ION~ ~ , ENDS AND DIVERSION DITCHES ANO THEN BEGIN GRADING ROADWAYS. 26 WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS. ~ v ' 1 - , ~ ~ ~ ~ " 335
c) ~ 51 (10) IF STORM CROSS DRAINAGE CAN NOT BE INSTALLED PRIOR TO GRADING, (27) DENUDED AREA = 7.1 ACRES ~ ~ , a V ; ~ ~ r ~ ~ ~ - " - .9 , Irl~j ~oF - ~ ~ } _ - -
TOC STD. 040000.11 SHALL BE USED TO CROSS WET WEATHER CHANNELS. ~ ~ r~l L f~ ` 1 , . - I~ ~ ~ ~4N " , S
{11 CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED IN A ~ 'ARE , t~{VI T', ~ ~ ,r~ ~0 SF ~ - " . - ~ r ~ " Levi TS OF - ~ ~ ~ _ - i\ _ ~ ~ _ _ - -
MANNER THAT DOES NOi ALLOW ANY SEDIMENT INTO CREEKS OR PONDS. f ~ ~ ~ ~ ~N ~ ~ ~ / T ~ ~ - 1 , ~ ~ q ' s - ~ ~ ~ .
~ 0 ~ I~~ ~ , {12) STORM WATER DISCHARGES INTO A TRIBUTARY OF CRABTREE CREEK AND NOTE: ~ / ~ ~ , ~ C' , ~ i / ~ ~ ~ ~ ' n ~ ~ ~ - - ~ ~ ~ ~
THE NEUSE RIVER, / ~ I 5~ ` \ ~ ~ LOTS SHALL BE CLEARED INDIVIDUALLY, F ~ _ ~ _ _ ~
(13) ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING CONSTRUCTION IF MULTIPLE LOTS ARE CLEARED ~ ~ ~ .V 1 ~r. ~;\i IN ACCORDANCE WITH TOG STD. DETAIL 04000.12. / / ~ ~ ~ ~ ; 1 , CJ ~F~ 11 J ~ 1 n 1 H 31 - - V ~ 598 S~ ~ - -
SIMULTANEOUSLY AND THE COMBINED / Q fi ; ~I 4~'~, ~ ~ ~ ~ - - - - - ~ , 44 ~ _
14 CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHS AT THE STORM DENUDED AREA IS OVER 12,000 SF, ' ~ ~ ' ( ) ~.r; I i ` DRAINA PIP I HAR ~ / / ' ~ GE E DSC GE POINTS AS REQUIRED TO ENSURE POSITIVE AN EROSION CONTROL PLAN MUST BE / / * ~ f r , - ~ , --3~0_"
DRAINAGE. % / / ) SUBMITTED TO THE TOWN OF GARY ~ . ' ~ - ~ - ~~t 4~ ~
- .1 , (15) SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS. ~ ! / - PRIOR TO BEGINNING CLEARING. i / ~ ' 3~0 4 ,
/ ~ / F 9 ~ 16 F M ~ , ~ 1 E A MAPPED FLOOD PLAIN LOCATED ON THIS PROJECT PER FIRM MAP 7183C0284E DATED MARCH 3, 1992. / ~ / / ~ Y` ~c., 787 F y ~ ~ i -
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M2ndREVIEW Date B Designer Scale TS 1 18 05 JEC Drawn By Date WATER, SANIT SANITARY SEWER I STORM DRAINAGE WITHERS RAVENEL Sheet No,
3 9 05 GAS GAS 11/1/04 WESTON OAKS
Checked By Job No. AND EF ND EROSION CONTROL PLAN ENGINEERS I PLANNERS I SURVEYORS
JAB 203015.1 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 fax: [phone] www.withersravenel.com

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EX. ~ STORM DRAINAGE M ~ CLEARING NOTE. SUM ARY
UTILITY NOT ~ ' ES \ \ PER THE PDD DOCUMENT, NO LOT CLEARING SHALL llpatreom oownatreorn Len th Total Flow Pre Oev, Q section Upstream Downstream Slope Rim Grote
(1) ALL CONSTRUCTON SHALL eE IN ACCOROANt~ W1TH TOWN OF GARY / STANDARD SPEgFICAnONS AND DETAILS REVISED APRIL 1 2404. a$~PATI~ e ~ / \ Node Node (ft (cfa) eta Size Invert It Invert ft f f 1 \ ( ) (t/ t) Elev, (ft) Type \ TAKE PLACE UNTIL A BUILDING PERMIT IS ISSUED.
4 ~ ~ \ ` \ n 0812 0911 k 2,7 1,6 15 inch 299,80 299:50 0,0079 304,41 F ~ ALL LOTS SHALL BE PROTECTED WITH TREE 0811 FES10 1OQ 4.5 2,7 15 loch do 299,30 289.00 4.1030 304,41
(2) THE CONTRACTOR SHALL USE EXTREME CARE TO AVOID DISTURBRIG APRON OUTLET D. STREAM RIP RAP R~ AP / ~ OUTLET PIPE OIA VIO R 512E EXISTING STREAM CHANNEL DURING SEWER UNE CONSTRUCTION, ALL LENGTH WIDTH tMDTH THICKNESS CLASS d50 / \ e G
SANITARY SEWER PIPE STREAM gZOSSMGS AND OISTtXtBANCES SHALL BE (~/scC)(~T) (~Etl UNp'~J (INCHES) , \ \ \ PROTECTION AREA TAPE WHI \ CH SHALL BE PLACED C833 CB32 27 4,2 2.5 15 inch .7 323 5 323.55 0:0074 327,79 E
<ti' ~ PROTECTED WITH 22 CLASS TRIP-RAP WITH FABRIC UI~ERI.RrER, FES ~t0 tS 8,7 5 a 9.5 9 a 3 ,8 • / F'ES /20 36 9.8 24 9 20 22 I t 3 1 / \ \ AT THE LIMITS OF CONSTRUCTION LINE AS SHOWN C832 C83o 282 5.4 3.2 18 inch 323.45 322.30 D.0040 321,79 E \ \ C83i 0830 27 3.9 2.3 15 inch 323:28 322,75 0.0196 327.28 E
{3} ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALT FES HO 24 14.8 t8 8 20 22 I t3 \ ' / tiO > ~ ` ON SHEETS 2 AND 3. REFER TO DETAIL ON ce3o 0?29 124 lo:l s,1 1B inch do 317.04 305:00 o1o9sB 32712a E \ \ I
HAVE A RIM ELEVATION ONE FOOT ABOVE FlNISHED GRADE. ~ ~ t5 15.5 t0 4 ta.5 22 I 13 ~ / FES /80 2 0 8'x8' 17.3 4S Bonk-Bonk Aorlk-8onk 22 1 13 ~ \ \ SHEET 13. 029 D12H 52 10.2 s.l la Inch 3oa.HO 3oa.oD 4.o15a 308,so 840.16 \ 0128 CH27 119 10,9 b.S 18 inch 303.80 299,82 D.0334 307.50 $40.16 \ \ C627 C826
{4) WATER LRJE SHALL BE 2' MINIMUM OFF EDGE OF CURB UNLESS SHOWN \ 82 14,0 8.4 24 inch 299.12 297,95 0.0143 304,82 G \ \ CB26 C82S 155 16,2 4.7 24 inch 297.75 295.59 0,0139 303.45 G
OTHERWISE. ALL 01551PATORS SHALL HAVE FABRIC UNDERUNERS. ~ / ~ \ \ C825 C823 59 18.1 1 0.9 24 inch 295.39 293.7D 0.0286 301.09 G \ \ D124 CB23 24 10.2 6.1 18 inch 294,00 203.70 D.0125
(5) WATER MARLS SHALL BE LAID AT (EAST 10 FEET LATERALLY II~ASURm J i / ~ 298.00 840.16 "0° \ \ CB23 C821 27 29.8 t7.9 34 inch 293,20 293.00 O.D074 300.84 \ E
EDGE TO EDGE FROM EXISTNG OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVAnONS Of THE BOTTOM OF THE WATER MARL ~ / \ \ C822 C821 105 2.9 1.7 151nch 296.93 296.09 0.0080 301,68 G \ CB21 FES20 52 35.7 21.4 36 inch 290.50 290.00 \ j 0.0096 300.84 E
1S AT LEAST 1$ RICHES ABOVE THE TOP OF THE SEWER WITH A ~ . • / / 1/. HORIZONTAL SEPARATION OF AT LEAST 3 FEET, / , ' \ \
GRAVEL dt RIP RAP FILTER BASIN DESIGN ,Y !i' \ \ O 0849 CB48 27 3.b 2.2 15 inch 332.14 332.00 0.0052 336,89 E \ \ 0848 DI47 131 4.7 2B 15 inch 330.00 325.04 0.0382 33b,89 E
WHERE A wA1ER MAIN AND A SANITARY SEWER CROSS, AID 1HE VERTICAL SEPARAnON tS LESS THAN 1$ RIgIES OR THE WATER UNE BASH OENUOFA DRA8IAGE BASIN DIMENSIONS WEIR VOLUME ~ / ~ CE \ ~ DI47 C846 131 4,8 2,9 1 in h \ 5 c 314.80 323.OD 0,0137 32B.SD 840.16 \ ~ C846 DI45 109 6.9 4,1 15 inch 322.80 315,00 0.0716 328.20 E
PASSES UNDER THE SANITARY SEWER, THE SEWER MART SHALL 8E voL u7 AREA / ~ \ \ DI4S DI43 24 7A 4.2 15 inch 314.80 312.50 0.0958 319,50 840,16
DUCnLE IRON PIPE. N AREA AREA DEPTH tfNGiH WIDTH LENGTH PROVIDED EQ4ARE0 FRED IRE / (AC) {AC) (FT) (fT) (F'T) (FT) (CF) ) (MONTHS) (SF) / \ \ ~ DI43 0142 101 7.2 4,3 18 inch & 312.00 297,OD 0:1485 316,50 840.16 \ ~ DI42 C84i 30 15.0 9.0 24 inch 296.50 296.00 0.0167 30250 840.16
0 0,8 O.D 5,0 27 1 a 1458 1 Ig ~ / ALL WATER UNES SHALL 8E DUCTILE RION PIPE. ao 2.5 8 a t a 6~ t - - ~ ~ - \ \ \ ~ C84f FE540 172 18.2 10.9 24 inch 295.60 5. \ O 28 00 0.0628 305,27 F \
{8} ALL WATER SERVICES SHALL BE 3/4" 7YPE K COPPER ANO ALL SEWER SO 0.5 5 4. 11 4 9 8 t i r' ~ , _ ' ,,,',i \ ` ` - \ \ -'°i ; C852 0151 1 \ \ ~ 26 2.9 1.7 15 inch 315.83 310,25 0.0443 320.50 E
4328 1 1 / - ; , ~ ~ ";a SERVICES SHALL BE 4" SCHEDUU: 40 PVC UNLESS OTHERWISE NOTED. t o.5 a,5 tt.5 a g 8 t ~ r,- - ~ az~ \ \ \ DISC FES50 74 2.8 1.7 18 inch do 310,OS 291A0 D:2574 315,00 844.16
P 2 t 2 t t• N A N A N A N A 8 4 1 r 'rr' 1~',`•r'r ~ (7) CONTRACTOR SHALL VERIFY LOCAnON OF ALL £30SnNG U1NJ11ES PRIOR ' , . :'•.'y r: \ ~ \ \ , HW 61 HW 60 119 1425 1425 2 ®8 XB'~ 285,00 284.80 D.0017 N/A N/A
NOTES; 1 OF FREEBOARD IS PROVIDED FOR EACH BASIN. i ^ , : \ ' •'•,tJ`':?:'_ TO CONSTRUCTION. LOCAnON QF EXISTING UTIL1nES SHOWN ON PLANS ~ J , -r' i ,Ir:;.:=~+^`,` ;'M; \ \ -ALL CONSTRUCTION SHAD. 8E IN A
IS BASED ON BEST AVAILABLE RIFORMATION BUT CAN BE SURFACE AREA IS BASED ON t,S00 SF/CFS FOR t0 YR - e HOUR STORK ' ,r r' r' 1; ~ , ~ ' , / / , ~ t ~ , ; , _ CONSIOERm _ ~ `t ~r . , , ONLY AS APPROXIMATE. , , ` r` \ CCORDANCE MATH CURRENT TOWN OF CARY \ STANDARD SPECIFlCATIONS ANO DETAILS \
' kl I • \ \ -RIM ELEVATION GIVEN FOR C8 IS TOP OF CURB AND FOR DI 1S TOP OF CRATE ? ; I - x.;.. ~ ~ \ -ALL PIPE IS TYPE III RCP UNLESS NOTED 0TH NA
$ BENq~MARK IS RIM OF EXISTING MANHOLE AT TH TOWN r' I~ • ~ • , : ~ ~ \ E OF GARY t`y'::` ' ' ; _ ~ SEWER IN rr , ' r `t t 1ERCEPTOR AT UNE 'S' TIE. Ei.EV. IS 283.28 Y1 . ^ I , ~ ` ~,1 , \ , , „5, \ OI IS NCDOT STD, 840.14 W/STD 840.16 FRAME do CRATE
(9) TOPOGRAPFgC RIFORMAnON AND RIPARIAN BUFFER LOCATION FROM t, mi •y "1;'', ` , \ , ` \ 5` INDICATES Qloo 1"" -M \ ~ INDICATES PRECAST 8xH' RCBC W/HEADWALLS OR ALTERNATES AS APPROVED BY THE TOWN OF CARY
SURVEY BY WITHERS do RAVENEi.. I ' ' ~ t I ~ ~ \ -dc INDICATES ALUMINUM PIPE
iD WHERE THE STATIC WATER `1~~ . PRESSURE 15 N EXCESS OF 80 PSI A , ,5555. `t", ~a~ \ -NOTE THAT SOME RIM ELEVAilON5 FOR DI'S MAY REQUIRE ADJUSTMENT DUE TO LOT FlLLS
PRESSURE REDUCING VALVE SHALL ~ PROVIDED RiSIDE THE BUILDR~G j , , / t, : r i. I t ~
IN ACCORDANCE WITH I % t 1HE REQUIREMENTS OF THE PLLMIBMG CODE. MH 1~`` :'':,III' ~t ;.i ; i VERT CONSTRUCTION SEQUENCE I
(11) SANITARY SEWER MAINS RSTALLED WITH A DEPTH OF COVER OF 14 FEET •N, ,1,~ ~ ! ` TO 20 FEET SHALL REQUIRE SPEgAL BEDDING IN ACCORDANCE WITH ~ ' , 5, , 5 • 1, TRACTOR SHALL INSTALL BOX CULVERT OUTSIDE OF EXISTING
CARP STANDARD 07000.13, SEWER SERVICES R15TALLE0 1WTH A DEPTH OF ~ / ' \ -r - } i /r r'i 1, 1 - ! - _ 1 ~ ~ ' 1,55 ~ \ \ \ \ 'n~,;. , ~ 1 a STR M CHANNEL AND USE GOFFER DAM TO PROTECT CUL1lERT.
COVER OF B FEET TO 14 FEET SHALL REQIBiE CLASS I BmDRIG SILT N~; ; ; q . " t`• ~ FROM 4 BELOW THE SERVICE TO 4 INCHES OVER n~E SERVICE LRIE. FENC„ ~~.,P, ~ - -ti ~ , 1 ~ , I ',;;VI,. ' , 1,.,~ },'15 s • • \ L. ICE E FIRST CULVERT IS CONSTRUCTED, THE STREAM ~HA y ~
SEWER MAINS AND SERVICES INSTALLED WITH A OEP1H OF COVER OVER ~ I , C•' r _ - ; li,, r, rl f .l°rl-a..\~e.,u~,.a I1~. 1,151 5 '",5 \ ~ \ \ / ~ /i ~y 9 „ . i r '115\ ,t5 ` ttl ` \ ~ / 1 „5":. 5; - , , , \ \ ~ BE ~ D INTO THIS GULVERT TO ALLOW FOR CONSTRUCTi~,,~{ ~ /
14 FEET SHALL REQUIRE DUCTILE IRON PIPE FOR THE ENn N - ~ I , r- RE RU r N ~ 1 / ! , , BETWEEN MANHOLES OR CLEANOt1T5. 1? ~ OIJ . ~ j i ' - , ,.r- 'r-` ~„a;.,,•;,,,,`, ~ \ \ OF THE CULVERT. ;
~ . ,a~ ~11 1 ; 5 ` , , t, ,5, , R \ \ \ 3, CONTRALTO H~CE.•PROVIDE BYPASS PUMPING AS REQUI D q .
(12) MRIMUM SLOPE FOR FOIRt RICH SANITARY SEWER sERNCES SHAD. BE NOW OR FORMERLY ry ~ • . , r - ~L . i r r 1, ~ / 1.0X. ClEAN0UT5 SHALL BE PROVIDED AS SHOWN ON THE PLANS ~ , / ; ' t /r' / ,'4 r `y,`t~`, `:a'~;j B \ TO FACILITATE ONSTR~UC N OF THE CULVERTS. / y'%%'
BUT sH A A WAKE COUNTY- , - , . , ~ ALL BE sP Cm T NO GREATER THAN 1 4 CRA TR 5 LF ~ B EE R C EEK , 1 a ; Q y
~ / ~ ~ 1, x SERVICES. ALL CLEANOUTS SHALL EXTEND A MINIMUM .OF "8 INp'~S' ' - r . t I ~ y REOUl1T EC~T • • !;J' ,l ' r'' t...><.,..ti,~ , AeovE f1Ni5f'I GRADE oR MEET THE oPnoNAL cLEAtNOUr WA TERSHED • ~PROJ ~ ~ , f',, ; ; ; ` R TABLE , , ' ~ ~ LEVEL SPREA ~ / , /
METHODS AS SPECIFlED RI ARY A / ' Ie , ~ r . x c sr t~ARO D7aoo,lo, a~walTS LocATEO PIN 0756.04-63-8363 - r.: S SFI > .,CIE r- ~ ~ ` 3 W ,h
RI PAVED AREAS MUST HAVE CAST IRON Rl Fl ~ ' r f\,' r S'ERS, TTINGS ~ BRASS CUPS. 2 ~ ! / .'!h r r' .?/~.J r / flR ~ r +r'P •r~ ~ l I _ ; _ • \ \ OUTLET LENGTH , t ,s /
13 FEMA MAPPED FLOOD PLARI LOCATED ON THIS PROJECT PER flRM 8 7975, PG 80 ~ , , x r r ~ , ' MAP 371$3C0284 E, DATED MARCH 3, 1992. - - ~ + , , r ; qr~, : ~ FES10 4.5 CF5 60 / t; ;t ;
D8 3006 PG 246. J ~ ! 1 r , (14) TREE PROTECnON FENgt~ SHALL BE INSTAU,EO AND INSPECTED PRIOR J J
TO ISSUANCE OF A GRADING PERMIT. FENCING SHALL NOT BE REQURtm ' N~ I , - I „ Z ~ \ ~ \ ,C ' ,5r~'' / , , ~ / 9 I t/
awacoNr t0 AREAS wITHaIr wooDm vEGETAnON. r , v , ' ~ / - 1,3 l w \
(15) BLOWOFF ASSEMBLIES IN TRAFFIC AREAS SHALL BE RLSTALLm PER ~ r" •4'y/ - TOWN OF GARY 1RAFFlC AREA REQUIREMENTS, 0 j ~ F.i, ~ h ' ! r r / ,pia`, \ ~ / / N , r r
~ 063 ~ r , L C SILT \ \v l J, r r 4 ~R
(1B) THE TOWN OF CARP STANDARD SPEC~ICATKXVS AND DETNlS WERE RENSED / ~ ti j 4/iS/08. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION IS COMPLETm IN TRAM ' ± ; Ir r' . , , ~ r^v~`iJ .,"\~~,t\„ `~t. \a t' ~ . l , 1, r,
SI EASEMENT FROM \ ~J,9 i r ACCORDANCE WITH T}ESE SPEgFlCATKX+IS. SEDIMENT BASIN I 20' 30' T I P i/ i 't , r rJ ' :j ` ~4 DUE 0 P PE DE ~ ; . ~ ~ , ~ ' t ,
TO BE REMO YIM SEE EET BA FOR PROFILE \ Y ' ' ~ 4 ~ , VED EN , ~ 1 = I V-, i Q '\i ,\\`~:,ti `151 / ` , i~ \ \ ~ 1 ~ f !r ' ~ r r l > / . \ „1,55,15 1\\\ , \ \ \ / / % / / /
STORM SYSTEM COMPLETED ~ ~ ? t 41 S . r r~ I r .p~ ` 551. 5„t~ t`5` W ` a ` \ ai ~ „ T / r
AND DENUDED AREA IS ~ ~ •.;110, ~1 SF ; ;r I <1/ /i 5 , 'I r >7 ! U 55 •~:y5,s51~`.,+';',;;;, 55 \ \ ~ 'ti/ REFER TO SHT 9A
• RESEEDED AND TOWN OF . ~9 ~ 1 ; i C~; I I / 7 + 1 / , t'I 5l+/5y5} , j\,51 , 1' ,12\ • , $L/'~ \ ~ 11 ~ , I I FOR RECLAIMED I ' , r I , 5y , 5' ,5',}1}5v,t~, \>h, 5,+,14~ 5',51511 \ , ~ \ 1~~ a / d / J ~ ~ I' I 6,O r f f ? < F " Ci{ 5 \ 15 t' 1,p 1 l , t , , , \
GARY APPROVES. ~ _ t, ~ ~ , ~h , , 11 , 1 1 / - , r ~ 1 1., , , / 1 \ , : , r ,~`0 31 ~ ~ , , , , 5 ,51 , , \ WL CONTINUATION i , , q ~ \ .r~` y .d1 ,5, Aii;`i11, 5`15,?; ,1 a51 ~1u 'St 555 r T,w S~-a \ V ~ w
t: , . y •~t~ yI•. \ ,Ill i ,n, It r r V , t +I tS`',• tl: 111 11;11 q'}l\1 1 r \ \ rI rrr? I , 1 11, ,11,1 , 1 5 t 1 , ~ I 1 7j . t ,1,..'11 I. 1 , 5 I ',/I \ I 11 /'1 , ~ t5, 1 ~ 1, , 1 C4 , , I••, ; ,\,1;,+ I ''J/ . ?,I~ ~t55, i,, ',.it llt 4l, ~,,5, 5'55 5 5 5 , , \ \ I'1 I C~ \
TOWN OF AR - 1 ~ , . y ~ t , , \ C CANNING PT. REQUIRED NOTES - S - . ~ ` ' , ` \ ' ,1 : I 1 1bIP. #1 ALL BE - - - ,'v'y I, I , , t1 , l ~ i I I , , i `",0~ I ` 1 ,1 l 1., 11,1 ',,~51 I, 5,15 \5 , 5 ~ , 11=III 7 1 I ,1 , , r f , 11, ,11,1, 5 , ,1t _ f ' 4 ATH To , + M 1I I.1'I 1:111tt,d,i,1,\5,5,5,,1, \ , ` O 'r,5 11 1 , I 5 , \ \ , ~i I ' 511 ,51,,,47 1.5 I I , , , , , ~ , 1 , I 1 /
1. TO M~IIMI r - X10,12 F, I 1 , 1 1 ~ ; AMAGE TO EXISTING TREES NEA6~~:- _ USED F EROSION ~I.IMI ~ ' ~ ~ . , I ~ . \I 1,,, ..5,,,5 f r o •t , ~ 11115,, \ ~ / 1' CON AS SH WN ' r 1 I 4 1~' I 1 I f, i I I II 111}. l~: 11 t 511 Iil. Ill , , 5 1 \..-,'`I `1 / r l I / ,1 1 \ I i I 1,.,11 I 4 l 1 i 1 + I I A ~ X1 / I + 7j1 ill' IS'1 11 l• Il 111 IIII ! 5 f \ , \ '.1+ \ , 1 ~ rf ~ 1 51) ,l
AND STR A TN • ~ ~ X06 r ~ ` ' ' ~ ' EETSC PES, E CONTRACTOR SHALL CUT MINI ~ ~CONT DURING CONS S ~ , ' : 6y , ~ , ' r / ' I ~ I I 1515 111 ~1, 1 5 I ~ •w~. : , , f f I I + I r I AND PE TAIL ON SHT 11 , I ~l t 1 1 1 r' 1 rq~+y r`yt. 1 I ,I 5 1 i t-. 'fi , 51'.x:a z. I r r Ilr 5 rr I / f r 1 r r r t,. 6y 5 ~ t + J I 1, ,h JItJ ;I 1 I1 5 IMt ` , I a1..~ , r / 1 I tJl 4
THE LIMITS OF DISTURBANCE, SO AS TO CUT RATHER THAN TEAR ROOTS. liON, \ ~ • ~ ~ , ' ~ri; , / / r~ :.y , 1 r 1 ~/'~~'1 1 ~ r 1.J , Ili ~ / , 'i r , , t , r . ,f i, , t r Y r r 1 111,1 t ~ \ ,1, 1 , + ! 1 "I r 11 f I r ! /
t i 11, r1, r I \ 1 5 I f l 1~Ir / Q~1' ~ I/ ' ~ \/'i ~l'~rl frjrf lr~i II' i%'rrftMlllti 1, \511u- 1 ~ 11 , III ,r1 , rl1 7 r ~ r 1/, I y / r r, / I,frr 1 ! 14rh1 Ir l I r : , rrl ~
E TREE ROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE ~ ~ ~ 1 ~.t. --!Jt ; __yrr , 1 Ar t I!r( 11 •r' I , r( 111 r' , ~ t" 1 I r+! r J1 ,i h rj r I ~ / r , rf /t J rrr r 5i,;~ , ,l„ , , .at., / 1 , ' r ,h Ir fl Jr rrr , , r ! ! l 1 r 54,~,r' ~„,'~y y' S ~ t , 1 r r I ~I II Ir Jlr N • I l/ t / : l 1 j ' ,,~I 11 l \ , ' 11~ a ~ , w, r I r I J
WORK IS COMPLETED AND THE FlNAL SITE INSPECTION .IS SCHEDULED. THE ~ - ~ ' ~ ",t` ~ 'r/ FENCING SHALL BE REMOVED PRIOR TO FlNAL INSPECTION, J , : _.=S~i :,j~•,. • ~ 'Ir , ! ~ ! r f /f f'r f ! 1 rr r!lI ilrl 1111 1\51i , , , ` / \ I 1 r r! I ( 1, 1l ~ \ r r r r r rrr Irr+ rr r l+! 111 0. , / +t t` + r r ' I r4 11 ~r 4 M rt r rryyr r,lrrl,frlr' I,ly ul , ~ ,~tt, / / / rrr r ~ N r r. r r r I I I 1 , 1 1 r r t b
~ 1 34 SF ~ \111 I . , ~ --310 ~:t . 1 r t r r ; , ! r J f l I I I I '1111 , / , , , r / , rrr rl Jl V •rr .1 ~ ii i; r r ri+ lip+%r" f 1 5, y~ 15 , , • ,t I r , rlrr 11 lll' ~ ,
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A T 1 COMMENTS 1 W&R 1'=60'
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JAB 203015.1 AND EROSION CONTROL PLAN ENGINEERS I PLANNERS I SURVEYORS 111 WACKenan Drive Cary, Norlh Caroline 27511 tel: [phone] fax [phone] www.withemravenel.com

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.M T (18) PE1lNMplT GROLNiD COvER SMALL BE ESTABLISHED DTHER IN 15 NORKIPIG ~ ATV ~ . ' : , ' : r r " . (2} E CON RACTOR SHALL USE EXTREME CARE TO AV010 DISTURBING DAYS OR 9O CALENDAR DAYS, WHICHEVER IS SH01l1ER. PER TOMIN GARY -•--t'" ~ ~ ' ' ' } . i!', r l ~ 4s^Ilr .a?.~.-a I I ! ~ .4`\'tt,rf ,1t r ;,I . ,•,.19 8.64 .'Sf' : ' . , . 9',$6 , ,S / I % ,,,'',t 1 t It, 'r~• , l ~ ,I . , , , , / 7 'I \ t , l ' 1111 Ifi
EXISTNG STREAM CHANNEL DURING SEWER LINE CONSTRUCTION, ALL ~ ~ ! ' ' REOUM1QprT5 AFTER CONSTRUCTION IS COMPLEtE. >k. ~ ' SANITARY SEWER PIPE STREAM CROSSINGS AND DISTURBANCES SHALL BE ~,h , , ~ , , , v , r~4;~F•..._ ~ r,- ; ' __L ' : 1 t 1t , t 11 1 t1a .I r ..~k A , 1 I' 'r / I I II I \ `y.~.r 1 / I , 5l ,'\1, ltt ,l1 ,t
PROTECTED VATH 22" CLASS 1 RIP-RAP WITH FABRIC UNDERUNER, (14} ~ PRO1ECTi0N FE1ipNC SHALL BE NSTALLED Alq NlPECTEp PRIOR ' c, \ ' a' TO ISSUANCE Df A GRADING PERMIT, FEI4CNC SHALL MOT DE REQUIRED I ' - ` , ' 4 ~ : , , ~ tit s . ~ A ' ! ~ , r .,/Sr' i / l 7 / t , ~t 4 \11 t VS',4
(3} CONTRACTOR SHALL MAINTAIN ALL ER05K>N CONTROL STRUCTURES ADJACENT TO AREAS WITHOUT WOODED VEGETATKN. ' , ;a ~ , ~ r , rr,• , DURING THE LIFE OF THE PROJECT. A , ~ r - r . ) 2~F '1 I j I I'\' i j , lr,. I , / rr / r _ rh' d / I! ' ! 11 ,11 ~1 t'}tit ',4~ ,fir' 1 1 ~h ~ \ P.\ 'I 1 ! /I / h. r i r r r \V I !i'~ , I 1
.I ~ ; ~ k 1,' r r (20) TFIE 10M1 OF CARP STANDARD SPECIFIGITKlNS AMD QTAIL,S WERE RENSED k' S\ ` ' (4) CONTRACTOR 5HALL CONSTRUCT pVERS10N DITCHES AS NECESSARY TO 4/1S/O4, CQMIRACTQR SMALL pry ~ ~ CDFpLETEO N ~ ITV ` ' r ,r' , ' 1 J .,r 3 1t 111 II I`~/ . 1 , , , ! I ~ .I / r f ! 1 ! I li' r .'f 1 r F 1 Il, ,1 111 1 ,1 • 4! I ~ ~0 37 S , ' , , , 1 ! , , ~ l , r A , , r , f i t I I I ,
ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES. ACCORDANCE ~ iIIESE SPECIFICATKFYS REFER 10 REVISED CARP DETALS LIMITS F r r ' •I WS 1 '1 I v f r 'h , 1 1 1 1 l I I l' hr , f1 1 ~ I~ r r` f r; r , .f r , / 1 11~ I I I I f 111 I I 5
21 ALL CA ONS •TI ' ` (D) ALL CATCH BASINS SHALL BE PROTECTED PER TOC STD. 04000.14 UNLE55 { ) ~ BASFY N0005 SHALL BE STAFFED 'DRAINS TO RIVER ~ Q~ ",V I 4•T 'S 1 ,1 t/ . 'i i r ~`1 Jr , Ii ' I ` , '-t'- d.IMIT~ OF-'~ ! I 1 1+\ t1j1 1111 III t t ' ~ 'v, ? 1 , r i ! i ~ r ! r \ , I l tl illy Ij1I I II
NOTED OTHERWISE. WITH 3/4 HIGH LETTERNG. I',1 ~ ' ' , ~ , \ t ~ • I r I `l /r1 1,` h 1' rrr VON " ` 11,t VII S1 1 IIV 1 ,t,l• ~ r t', t 1 1/ I I ~ I 7 / y/ / ,(r t'`1 J'13L2 hJF 1 )r 1 t 1 ,4 Illal tI I\ 1 f . r 1 1
(22) ALL CUT AND FILL SIOPES SHA T , ' ' v 1_ _ ' (8 CONTRACTOR SHALL VERIFY LOCAtIDN OF 1 TIN Ll BE S ABIUIED WITH PERMANENT / . ALL EX S G UTILITIES PRIOR ,;I ,
TO CONSTRUCTION. LOCATION ~ EXISTING UTILIT~S SHOWN ON PLANS GROUND COVER WIJHIN IS WORKING DAYS OR 90 CALENDAR DAYS, ~ I, ~k IS BASED ON BEST AVAILABLE INfORMA114N BUT CAN BE CON9DERED NMICHEVER IS SHORTER, : ,'r ~ , ~'r r ! t ~ , ` 1 , I I , 1 ! r ri r 'h i i i t 44\~ ,,t
ONLY AS APPROXIMATE. r' S (23) ALL STREETS ADJACENT 10 THE PROJECT SHALL 8E KEEP CLEAN AT % •'r', : - , I , r 4' ~ , , ~ 1 4 ; SF , ,r r , ~ ! 1 .4 4 t 'r n N t I I ~I I i 1 , 1 \ 1 , \ + , ~ ; 141 I I r - , 5 ttl\,, 1 ,,`vU !r I/, ,r',~1v~ ` `h ` I\ I` ' I `•d 1 ~Gd `r ' S,'~~' r 1114 I
ALL TIMES OR A WASFI STATION WILL BE REQUIRED. / t / ~ ' (7) BENCHMARK IS RIM OF EXISTING MANHOLE AT THE TOWN OF GARY I , , 1Q~... ? _ r~7~y{~yyyp/~~\\\ , J' \r~ ,`Zr h , t t rr''-'y\, ` ~r I 1 I r ' ~ ~ 1 Lj J1NV/'\\~,, , { , I~' , . , J~ t t t I I' _ 1 ,
SEWER INTERCEPTOR AT LINE 'B' TIE. ELEV, i5 283.28 ~ I,rrr":: + r ' (24) THE PROJECT MEETS ALL REOURtEt11EMTS RELATIVE TD BEST MANAGEMENT ~ , ^ '.'r, I I
(B) TOPOGRAPHIC INFORMATION ANO RIPARIAN BUFFER LOCATION FROM PRACnCES ANO ENpNEEREO STORMWATE'R CONTROL STRUCTURES AS ~r ; ' ~Ar,"~; ,I,y ' r SURVEY BY WITH RA N OUTLINED IN TF~ TOWN OF GARY ERS do VE EL LANG DEVELOPMENT ORDNANCE 4 ~ , ; , ,`1 ,r 1 , t 1. .'/~7-! in r •."OIL~` ` 1t 1 1 ? , 1 ! ..'!r' r I I 1, ! Irr r• 1 ~4 ,y~ r JJ -i/' , , t , t" ' ~y~.' 1 r , -r' 1 rr' -r'w I 1
CHAPTER 7, PART a7. ,:,:r , / 1 , (9) CONTRACTOR SHALL CLEAR FOR PIPE AND CONSTRUCT PI ` • h + ' / / , , q ,cwt \ 7 I ,r \ 4 , 1 1 r r ! ( I ti• f ; ` 11.f~a'0"' J `y , , I i' ' c / 335 , 9' t
~ (25 RISER STRUCTURES MUST ON , . , y.~,a,'. \ + , r 1 ' • CONTRACTOR SHALL INSTALL SIL7 FENCE ANO SEDEMENi BASINS AT PIPE ) ~ ATE BEfORE GRADNG PERMIT IS ISSUED, ~ ~ , , , ~ , / rr , ` N I ~ , E DS AND D VERSION DITCHES AND THEN BEGIN GRADING ROADWAYS, (26) WETL,ANCS DELINEATED BY SOIL d[ E1INRONMENTAI CONSULTANTS. ~ r/r': ' ' ' ~ r ::r- , ^~\.,l`t Y.' I. d I I t `t+ I / t I~j IQ , r ,r// ~/_j?~,,..._
P ~ 1 r ' 51 t ~ t t t t . 1 't ~ ,1 t ,.Q . _ zr -rte r' rr 1 s4 '1 111 I I I r r I' ~ \ 4 If~~1tVN I / ' r r 11-'(~}} ~J]y ~r
10 IF STORM CR R A AN V /~'%F " ' ~ ~ ~ ' ( ) OS5 D AIN GEC NOT BE INSTALLED PRIOR TO GRADING, {27) DENUDED AREA ~ 7,f ACRES ~ ; u ' ` / r , ,i1, , , TOC STD. 040000.11 SHALL BE USED TO CROSS WET WEATHER CHANNELS. •r''.' p,''' /ir',' ~ ,r , I t ! I I / / - t r'p~,p(~ 1 --r'' t , t\ ~ ;j1; +;1, ,97' S~ • , ! 11 I, .1 - r r r
(il) CONTRACTOR SHALL ENSURE GRADNG OPERATKIN IS CONDUCTED IN A O ~ :.'rr•,'.'rrr ~ ~ i ~ ~',A s,'ii,','~, /4 'V'UDO' ~ 0 t ` ,~4 ' I , r r r ! 1 r r 7 I ! r' ,r` 1 v \r ~,r /'~r'- ! + , 1 1 r t 1, i, , , l rr QI ~ i 7 1 r , •'Y•'+.,.:.-^' r r r + , ' Qrr + ~I I, 1,, ! t~t , t ` ` !I r r , ' ~'?i /Jr i 11 1 , / ; ~'f,r'' ~ / --i•%%' 1 +?,r' r ~ k,.
MANNER THAT DOES NOT ALLOW ANY SEDIMENT INTO CREEK R P ~ ~ i ! t+k'• I'I r' s o aaDS ' ~ O ~ 1' I ' I , 1 ' 11 I , rr' 'I r r 1 , r 1 / r' 'r 1 \\r' r'-' r i , . 1 t l` 1. I 1 1 1...n-, ~,.'r r ~ r j d 1 1 I rr 'r..- - .y"! r~~ -I p`WI I r~ r r r :t - _ - ^.r• .t l,,' Lr=.° ~n5 . rr r r:rr! , % r I Ii f ! r 1 rrr -r' ' f,.y,~-- JI,, J-i t
{i2) STORM WATER DISCHARGES NTO A TRIBUTARY CRABTREE CREEK AND NOTE ( ~ . I ~ ~..rr;•;:;; I + ' , ~ r V / I 1 I I I I ' rr / r' 4 .1 1 • , yif I f I Y r,r.r r r / J! r I 1 ~ r I I r rr7`,. ' r'' __.......-I, ql! ?S \\i r'~r I 1 1 .rr r~ w' V ~ ~ I I 1 I f ' ~ 1 r / r / r r ! ri 1, I I, 1 I I /J r • / 1111 /t I,t\~ rI
THE NEUSE RIVER. `C , y ~I ~ ,5 1,, r,, 'L~, I 'LOTS SHALL BE CLEARED INDIVlDUAILY. F~ .;,/,rr, ' 11,,11 I., , rr + ,v',``+, I i, ' , t / r; r 7 1,, I 1 Ill ~ V ~J, 1 ;r .e: 1 `4'~,?,`;. I ~ I:lr. r .,.t. f.r!-... ,r Ir 1 / I S'. ! + 1 ` r ~ ~ - - - / \;iC~r,\3 r~ ' I I'' ' ,a' ? 1 , I r j.t .r ! - r I 7 1 I In`,yr ' r'• I+ I t t r I el. T , r ! f , r n , I ! r- 1^ ~~/r Ifr.'.. I! I'' 11ir r'f . ~ ? f 1 I r I r r LC.' I ~ ! / r 111, +/r"~ ` -J\\ J, _.........____Jar+; ~rffi h`.
(13) ALL STORM DRAINAGE PIPE SHALL BE PROTECTED CURNC CONSTRUCTION IF MULTIPLE LOTS ARE CLEARED / %';;i'r _ , ' r~;' r ' + IN ACCORDANCE WITH TOC STD. DETAIL 04000.12. ~ , I !I + I 'I .II I ~ i I / f y J I Q 1 ~ I rl' -r - \-f! r 9f'' i t'llf II'I I I / r'r~Z,i~9+(J l•, I'v'''~".;-~ ' r/ +/\_111\ .w , r.','' I n 1 I! ~ S ~ r r e I t I ,`Zrr rte` ~r - 13~: r I ; ' I I r I r! / r r r , p " 1 I, a; `.r'r /~r'r~ --I II:`~~5.:
SIMULTANEOUSLY AN : r , „ r , . . ~ 1 , ; , D THE COMBINED ' / , I r ^ 1,,1 , • , ; } ,I 11;Y - .'~1 ' ~!I / , 7 I r r t 11 I 1 tl l I I I I f? r' ~;,'r''~^ vIr h\.. .I, r; '7" ~ I•, .,r ',It ~.l 1 ! ~I, I J ! /I 1! t I„ t 1 I \ ,,r i'-'\ I~h- ,1, / I \ , ~ I, t r I I ! i ~ I , r - r'~ r r r 1 ~ ? ~ I I I I I ~r,....' I , • .
(14) CONTRACTOR SHALL PROVIDE RIP RAP UNEO TAIL DITCHS AT THE STORM DENUDED AREA IS OVER 1 000 SF ~ ' ' ' I~~~; ?a.\ ~ + ` ~','t DRAINAGE PIPE DISCHARGE POINTS AS REQU4tED TO ENSURE POSITIVE , ~ ~ , r:.•r• h . N ti t , , + 1 h \ I t ,1, , + r' / r / ~ II 1J I r r 1 rrr S` ' L 1'i `4`~p0,`: I 1 I l I + ~i .aa•'~.--~~ rr ~ .^IIl n•. ~.•^i~~~ i1 ly~','1i + ~ I ~ .,;t1 1 / , , I~~ 1 111 I , , y\'"'~'J 11 s, I ' ,t t r'Iv r ri ,r/ r F ~w' t 1 `I 1 /J t t I~ t l •1, 1, r J ! 1 r t y 111111 x'i't' , I I I ~r,t
MUST BE DRAINAGE. AN EROSION CONTROL PLAN ir,',,~:,~ l , ,,,I SUBMITTED TO THE TOWN OF GARY ~ ~•,1 ~ 1' I'~I .1 11 't,, 't\' r,I I I! I q7~ , , ; I, r rK' , S , ! I I/+W .r ay*,..- r f i 1 Ifl~"-~.---'-. t I ~ ' I ` ? \ 4 tt ~ r ' 1 I 141 ,CJ / ~1 1 / ! i \ t ~ I ~''C I1+-\ 1 r t NJl,A~~` 1~ ~ , 1 J , I' , t '1 r IIr \ \ \ 1- ^r r y 'V`_- I I,' .••I 7~VV/JF I I i! I 1 ~ r. 1r , 4 1 \1.r , \h \ 11 1 , , ?f`-... r./
(15) SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS, / ~ ~3~0- ti , I, PRIOR TO BEgNNiNG CLEARING. q.g '1' r ' t Ili r / r , 1 , t~ , ,,1 I ~ ~ i I I f l ; .1'' 1 r1 r rrr l 1 5 \ .t \ ,t \ \ t\ \ , \ \ , V , \ \ tl~•' 17 , rl'r ~t ~r~ / r d%''" t \ \ i.,~ \ \ V \ ° 3i ` J~,~.
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