20021169 Ver 2_Complete File_20060820

stem_
PROGRAM
RECEIPT
September 20, 2006
Glen Futrell
Highcroft Investors
P O Box 3557
Cary, NC 27519
Project:
County:
DWQ #:
USACE Action ID:
EEP No.
Amount Paid:
Check Number:
Highcroft Village
Wake ward.
02-1169 V a.
2006-40419-292 B '3-0 ? O to
ILF-2006-4769
$6,962.00
3035 (IPG Highcroft Village LLC)
F@[99WRO
HP 2 6 2006
DENN • WATNR QuALITy
WO WO MO STQRA1 *
The North Carolina Ecosystem Enhancement Program (NCEEP) has received checks as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Wetland Credits Stream Credits Buffer I Buffer II
CU
(Sq. Ft.)
(Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear

03030002 0 0.30 0 0 0 0 0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact David Robinson at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: ?Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
PrOte &' 1!g oar .fta to

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Ecosystem
PROGRAM
INVOICE
August 30, 2006
Glen Futrell
Highcroft Investors
P O Box 3557
Cary, NC 27519
Project: Highcroft Village
County: Wake
EEP File No: OLF-2006-4769
DWQ No: 02-1169
USACE Action ID: 200640419-292
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference
project through payment of a fee to the North Carolina Ecosystem Enhancement Program (NCEEP). In accordance with 15A NCAC
2H.0500, the amount you owe is based upon the FY 2006-07 Fee Schedule and has been calculated as follows (Please note: payment
of wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call David Robinson
at 919-715-2228.
Riparian Wetlands 0 acres x $ 27,847.00 = $
Non-Riparian Wetlands 0.50 acres x $ 13,924.00 = $ 6,962.00
Saltwater Wetland 0 acres x $139,235.00 = $
Stream 0 linear feet x $ 232.00 = $
Buffer -Zone 1 0 square feet x $ .96 = $
Buffer - Zone 2 0 square feet x $ .96 = $
TOTAL AMOUNT DUE $ 6,962.00
Please mail a check payable to NCEEP for the Total Amount Due to the address below, and enclose a copy of this invoice.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of
the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or
authorization have been rescinded. If the payment check's account name is not the same as the permit holder's name, please include a
signed statement that the check is being written on behalf of and with full knowledge of the permit holder.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM NCEEP PRIOR TO COMMENCING THE
ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY
CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ- Raleigh p F4 k@9:" (. DWP (p
Todd Preuninger, Withers & Ravenel-Raleigh (fax) P. ?J !.5 ?U?
File
S E P 7 2006
R.P.sbring... 1r ••• Prot" oar fta& DENR - WATER QUALiTY Mi R
WETLANDS AND STORMWATER BRANCH
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Ecosystem
PROGRAM
August 15, 2006
Todd Preuninger
Withers & Revenel
111 MacKennon Drive
Cary, NC 27511
Project: Highcroft Village Subdivision County: Wake
02
9
CPFC)5
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
RIVER BASIN Cape Fear CU 03030002
Wetland-Riparian (ac) 0.150 Stream-Warm (ft) -
Wetland-Non-Riparian (ac) - Stream-Cool (ft) -
Coastal Marsh (ac) - Stream-Cold (ft) -
Buffer-Zone 1 (s ft) -
Buffer-Zone 2 (s ft) -
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 up to a 3:1 ratio and Zone 2 up to a 1.5:1 ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
illihm D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit U f J
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
A UG "Ong L- KhA"
... PrO Oar Sta&
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
O?O? W AT ?9?G
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
August 21, 2006
DWQ Project # EXP 02-1169
Wake County
Highcroft Investors, LLC
Attn: Mr. Glenn Futrell
P.O. Box 3557
Cary, NC 27519
Subject Property: Highcroft Village Subdivision
UT to Bachelor Branch [030605, 16-41-6-2-(2), WS-1V, NSW]
Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program
Dear Mr. Futrell:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 147 linear feet of stream and 0.154 acres of wetland for the purpose of
constructing the residential subdivision, as described within your Pre-construction Notification
Application dated August 21, 2006. The impacts are covered by General Water Quality Certification
Number(s) 3374 and 3402. The Certification(s) allow you to use Nationwide Permit(s) NW12, NW18,
and NW39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in the modifications to your original
request (PCN dated August 21, 2006). 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 written
approval requires you to follow the conditions listed in the attached Water Quality Certifications
(GC 3374 and 3402) and the additional conditions listed below.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httt):Hh2o.enr.statc.nc.us/newettands
Noy` Caro na
A turaAm
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Highcroft Investors, LLC
Page 2 of 4
August 21, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification are met. No other impacts are approved including incidental
impacts:
Impact Type Amount Approved nits Plan Location or Reference
Stream 147 linear feet August 21, 2006 PCN page 4
Temporary Stream 24 linear feet August 21, 2006 PCN page 4
Wetland 0.154(acres) August 21, 2006 PCN page 4
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of
the impacts depicted in the Pre-Construction Notification. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources has released the project.
5. Protective Fencing
The outside boundaries of wetlands or waters along the construction corridor approved under this
authorization shall be clearly marked with orange warning fencing (or similar high visibility
material) prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and
GC 3402.
6. 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
Page 3 of 4
August 21, 2006
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.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Installation of culverts in wetlands must ensure
continuity of water movement and be designed to adequately accommodate high water or flood
conditions. Existing stream dimensions (including the cross section dimensions, pattern and
longitudinal profile) shall be maintained above and below locations of each culvert. Placement of
culverts and other structures in waters, streams, and wetlands must be placed below the elevation of
the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of
the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of
water and aquatic life. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If'rip rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands
and waters in order to assure compliance for future wetland and water impacts. These
mechanisms shall be put in place prior to impacting any wetlands or waters approved for
impact under this Certification Approval and Authorization Certificate.
Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http: //h2o. enr.state. nc. us/su/Forms Documents. htm.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and any
subsequent modifications, the applicant is required to return the attached certificate of completion
to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Highcroft Investors, LLC -
Page 4 of 4
August 21, 2006
10. Notification of Construction
i he applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (10) days of the commencement of construction.
Violations 6f 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 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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Lia Myott or Cynthia Van Der Wiele at 919-733-1786.
AWK/cvdw/lem
Enclosures: GC 3374
GC 3402
Certificate of Completion
Zerely
Alan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Todd Preuninger, Withers and Ravenel, Inc., 111 MacKenan Drive, Cary, NC 27511
?QF WATF9 Q Michael F. Easley, Governor
G William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
0 .? Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #
Fax #:
919-733-0203
919-733-6893
Fax To: Todd Preuninger
Glenn Futrell
Subject: Highcroft Village Subdivision
Number of pages including cover sheet: 5
Notes or special instructions:
Fax #: [phone]
463-9983
Date: August 21, 2006
The original will be sent in the mail. If you have questions please call Lia Myott at 733-9502.
r
N hCarolina
Naturally
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://l12o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10°x6 Post Consumer Paper
p?0? W A T ?9pG
r
p ^C
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
August 21, 2006
DWQ Project # EXP 02-1169
Wake County
Highcroft Investors, LLC
Attn: Mr. Glenn Futrell
P.O. Box 3557
Cary, NC 27519
Subject Property: Highcroft Village Subdivision
UT to Bachelor Branch [030605, 16-41-6-2-(2), WS-IV, NSW]
Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program
Dear Mr. Futrell:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 147 linear feet of stream and 0.154 acres of wetland for the purpose of
constructing the residential subdivision, as described within your Pre-construction Notification
Application dated August 21, 2006. The impacts are covered by General Water Quality Certification
Number(s) 3374 and 3402. The Certification(s) allow you to use Nationwide Permit(s) NW 12, NW 18,
and NW39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in the modifications to your original
request (PCN dated August 21, 2006). 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 written
approval requires you to follow the conditions listed in the attached Water Quality Certifications
(GC 3374 and 3402) and the additional conditions listed below.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o enr state.nc.us/ncwetlands
Nom` Caro na
?tura!<y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Highcroft Investors, LLC
Page 2 of 4
August 21, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification are met. No other impacts are approved including incidental
impacts:
Impact Type Amount Approved nits Plan Location or Reference
Stream 147 linear feet August 21, 2006 PCN page 4
Temporary Stream 24 linear feet August 21, 2006 PCN page 4
Wetland 0.154(acres) August 21, 2006 PCN page 4
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of
the impacts depicted in the Pre-Construction Notification. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources has released the project.
5. Protective Fencing
The outside boundaries of wetlands or waters along the construction corridor approved under this
authorization shall be clearly marked with orange warning fencing (or similar high visibility
material) prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and
GC 3402.
6. 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
Highcroft Investors, LLC
Page 3 of 4
August 21, 2006
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.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Installation of culverts in wetlands must ensure
continuity of water movement and be designed to adequately accommodate high water or flood
conditions. Existing stream dimensions (including the cross section dimensions, pattern and
longitudinal profile) shall be maintained above and below locations of each culvert. Placement of
culverts and other structures in waters, streams, and wetlands must be placed below the elevation of
the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of
the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of
water and aquatic life. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands
and waters in order to assure compliance for future wetland and water impacts. These
mechanisms shall be put in place prior to impacting any wetlands or waters approved for
impact under this Certification Approval and Authorization Certificate.
8. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state.nc.us/su/forms Documents.htm.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and any
subsequent modifications, the applicant is required to return the attached certificate of completion
to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Highcroft Investors, LLC
Page 4 of 4
August 21, 2006
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (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 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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Lia Myott or Cynthia Van Der Wiele at 919-733-1786.
AW K/cvdwllem
Enclosures: GC 3374
GC 3402
Certificate of Completion
Si U61",
Alan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Todd Preuninger, Withers and Ravenel, Inc., 111 MacKenan Drive, Cary, NC 27511
SENDING CONFIRMATION
DATE AUG-21-2006 MON 16:35
NAME DWQ?-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 5/5
START TIME : AUG-21 16:33
ELAPSED TIME : 01'12"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
?O( W 4TE-A MRAad r. rallur, Gnr.mnr
OG W01- n Rrwa lr,. S-11Y
Nnr1A C_h. DWarmraa ul Cmronn-,-. Wraml Also rraca
AW W xllmek. P k. Ur-
Wilk,DfW-rb•Inl
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtme Boulevard, Suitc 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Servicc Center
Raleigh, NC 27699-1650
Contact Information: Phone, #: 919-713-0203
Fax #: [phone]
Fax To: Todd Preuninger Fax fl: 238-2099
Glenn Futrell 463-9983
Subject: Higllcrofl Village Subdivision Date: August 21, 2006
Number of pages including cover sheet: 5
Notes or special instructions:
Th i¢inal will be scot iD the mail. Ifxeu have-questigr snl ast call 1 is Myon at 733-9502. _
e?fn"'.wv
401 tNad0vP.+yvm Rule.. AamiRY6 Von
16%MMIk 1k1Came..R.1H0 Akrltr C-h.M WAW
310 C+6naa tlark•eN, S- M. Ra'arrh, Nwrh r:erWs s77W
rhena (919)'111 IMS/Fa. (alai ?!1.6r91
Ant"0PP-t0AIAm .Ar1m L,"W- 6ARtO1e1'9n PMCawmarPW
08/21/06 08:03 FAX [phone]
Todd Preuninger
Withers & Revencl
111 MacKennon Drive
Cary, NC 27511
WITHERS & RAVENEL INC. 0 002
rtem R41C?,
la . ement 96618 `'ro
PROCiRAMI
ithers (f
4299S
August 15, 2006 R
dy
eNY
Project: Higheroft Village Subdivision County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
RIVER BASIN Cape Fear Cu 03030002
Wetland-Riparian ac
wetland-Non-Riparian (ac) 0.150
_ Stream-Warm ft
Stream-Cool ft -
-
Coastal Marsh ac - Stream-Cold 11 - _
Buffer-Zone 1 s ft -
Buffer-Zone 2 (sq ft) -
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 up to a 3:1 ratio and Zone 2 up to a 1.5:1 ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit_ The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely, p
D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kutz, DWQ-Raleigh
File
... Pro" Our Stag
R;,P,storu'c... E

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www,nceep.net
AUG-21-2806 MON 07:52 TEL:[phone] NAME:DWO-WETLANDS P. 2
WITHERS (X RAVEN EL
ENGINEERS I PLANNE7Rtr' I SUAYW
August 17, 2oo6
Ms. Lia Myott, Express Review Coordinator i ---,
NCDENR, Division of Water Quality tj L-. D I
2321 Crabtree Boulevard 7 r??
Suite 250 y X006
Raleigh, North Carolina 27604 WFTcarD;Arvo <<'f;TER sr0Rr.aV4TE BP
R
RE: Highcroft Village Subdivision ANCH
DWQ EXP. No. 02-1169 V.2
Wake County
Ms. Myott:
Please find attached plans and specifications in support of the 4o1 express review application
provided. The revisions are pursuant to you comments provided on August 11, 2oo6. We offer the
following responses to the information provided.
Wetland & Stream Impacts:
a. We have included a copy of the delineation map submitted to the USACCIE for approval with
field surveyed wetland delineation data.
b. We have listed a range of mitigation payments as the USACCIE has yet to assign our
mitigation requirements. The developer proposes to provide mitigation payments as
required by the USACCIE to the NCDENR-EEP.
c. We have included a cross-section for the proposed culvert crossing for the stream impacts.
Stormwater Management Plans:
a. The ligustrum screen is a requirement of the Town of Cary. It is intended to visually screen
the BMP's from the surrounding parcels and minimize any aesthetic impacts that may arise
from Iiving adjacent to a storm water management practices. We do not agree with the Tovv;-.
of Cary's assessment of need for this screen material, but must comply with their
requirement for plan approval.
b. Note 2 on sheet 713 of the plans requires that all areas within two feet in elevation of the
normal pool shall be planted with a combination of Panicum Clandestinum (deer tongue)
and Pennisetum Glaucum(pearl millet). Please note we are not aware of specific littoral
shelf planting requirements associated with storm water wetlands. We understand this
practice to be more associated with the construction of wet detention ponds.
c. We have updated our design parameters for the storm water management devices to meet
the 2 to 5 day drawdown requirements.
Streets:
a. The Tr?wn of Cary requires street stubs in all directions at intervals of 1,250 to 1,500 fee'.
The Planning Director may waive these requirements in cases where stubs are not
practicable. In the case of Highcroft Village this requirement was waived on the southern
portions of the parcel due to existing development to the east and south and a stream buffer
to the west. These requirements were not waived on the northern section because similar
restrictions do not exist. The developer does not have any plans for, nor is under contract to
purchase the Alma M. Stitt property. However, we suggest the stub as shown would allow
iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
7040 Wrightsville Avenue i Suite 1o1 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: [phone] fax: 91o.842.8o19
full access to the Stitt property without the need to cross the riparian feature internal to the
property, thereby reducing the potential of future impacts.
b. The Town of Cary did not specifically require the northwest access road in the location
shown. However, there exists a zoning condition that only allows one road access to Green
Hope School Road for the parcel. An internal crossing of the subject feature is required to
access the northwest corner of the site. Based on our previous layout and engineering work,
we concluded the proposed roadway configuration, as opposed to a series of driveways or a
cul-de-sac produced the minimum disturbance to the wetland areas.
We trust the above information with the attached plans and calculations with assist in the approval
of the above referenced project. We appreciate your assistance regarding this matter.
Sincerely,
ITHERS & RAVENEL, INC.
)as6n A. Bertoncino, PE
Attachments
CC: Mr. Todd Preuninger, Withers & Ravenel
Ms. Ginger Warner, Highcroft Investors, LLC
WITHERS &-K- RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
STORM WATER MANAGEMENT
SUPPORT DATA & CALCULATIONS
HIGHCROFi'VILLAGE SUBDIVISION
DWQ. EXP. 02-1169 V. 2
Cary, Wake County, North Carolina
WR Project # 204191.0
U,b 0,
DENh, • I'VATER QUALITY
WETS AND STORMWA E B%CH
Prepared By: WITHERS & RAVENEL, INC
111 MacKenan Drive
Cary, North Carolina 27511 X9.1
Jason Bertoncino, PE L-
August 18, 2oo6
ill MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
7040 Wrightsville Avenue i Suite 1o1 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: g1o.842.9392 i fax: g1o.842.8o1g
DWQ Project No. oz- - //(,q V- 7-
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATI (please complete the following information):
Project Name : / flGZb FT V, - P,-/A 5 6
Contact Person: Nc"tic-' Phone Number: (?t?q) q6?i- 33`}U
For projects with multiple basins, specify which basin this worksheet applies to: Bm?> 1
Permanent Pool Elevation 3 73 . o0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 370. o O ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 5, 600 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 7 ac. (on-site and off-site drainage to the basin)
Impervious Area 2. 9 ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 850 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area 96 0 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area 960 sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 830 sq. ft. (at permanent pool elevation approximately 15%)*

Temporary Pool Volume , p cu. ft. (volume detained on top of the permanent pool)

SAIDA used /• O o (surface area to drainage area ratio)*
Diameter of Orifice A 25 in. (draw down orifice diameter)
II. 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
Applicants Initials
4 The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetiands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
Best Management Practice Design Criteria - Constructed Wetlands - BMP#1
Drainage Area 7.09 ac
Impervious Surface 2.98 ac Imp. Surf. Infrast. 1.16 ac. Imp. Surf. Lots 1.82 ac.
Impervious Surface % 42.0%
Required SA/DA: 1.80 % Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
40 1.73 2
50 2.06
Surface Area Required: 5,547 sf (Drainage Area * SA/DA * 43,560)
1" Runoff Volume Estimate 11,022 cf (0.05+0.009(lmp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Storage Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
373 5,600 6,414 cy 14,576 cy
374 7,227 8,163 cy
375 9,098
Qallowable 11,022 cy X 1 hr = 0.0638 cfs
48 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 1 ft
Area 1.908 in^2
Orifice Diameter 1.56 in (4*Area*3.14)^0.5
Qallowable 11,022 cy X 1 hr = 0.0255 cfs
120 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 1 ft
Area 0.763 in^2
Orifice Diameter 0.99 in (4*Area*3.14)^0.5
Use Orifice Diameter 1.25 in
.
DWQ Project No. OZ - 116 9 v. 2
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATIO (please complete the following information):
Project Name : H m wc'o? V' I-LAG6 - P,/A5c
Contact Person: M64?!u BET-TyXx-1AJ6 Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: Rwtt"' 2.
Permanent Pool Elevation 343.00 ft. (elevation of the orifice invert out)
Temporary Pool Elevation '340. 00 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
Temporary Pool Volume
/3, ZOO sq. ft
12-28 ac.
4.62 ac.
Z, 000 sq. ft
4.620 sq. ft
4 600 sq. ft
/, 9 D sq. ft
Z5. (, /5 cu. ft
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
SAIDA used Z. Iq
Diameter of Orifice Z-0 in.
II. REQUIRED ITEMS CHECKLIST
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)*
(draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
, IM, The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.

Best Management Practice Design Criteria - Constructed Wetlands - BMP#2
Drainage Area 12.28 ac
Impervious Surface 6.62 ac Imp. Surf. Infrast. 2.09 ac. Imp. Surf. Lots 4.53 ac.
Impervious Surface % 53.9 %
Required SA/DA: 2.19 % Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
50 2.06 3.9
60 2.40
Surface Area Required: 11,729 sf (Drainage Area * SA/DA * 43,560)
1" Runoff Volume Estimate 23,856 cf (0.05+0.009(Imp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
343 13,200 14,000 cy 25,615 cy
344 14,800 11,615 cy
344.75 16,172
ize for 2 Day Drawdown
ble 23,856 cy X 1 hr = 0.1381 cfs
48 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.875 ft
Area 4.414 in^2
Orifice Diameter 2.37 in (4*Area*3.14)^0.5
23,856 cy X 1 hr = 0.0552 cfs
120 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.875 ft
Area 1.766 in^2
Orifice Diameter 1.50 in (4*Area*3.14)^0.5
Use Orifice Diameter 2 in
DWQ Project No. nZ " //(oCf V. Z
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION (pl ase complete the foll wing information1:
Project Name : / I L_?A ' ASE J-
Contact Person: ?jp ERro?.win 0 Phone Number: (grot 4ro9- 3'340
For projects with multiple basins, specify which basin this worksheet applies to: C3MP?

Permanent Pool Elevation 34 3•oo ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3 40• 60 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area _3,S00 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 3 ac. (on-site and off-site drainage to the basin)
Impervious Area /• / ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 600 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area 1,166 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area /, /55 sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 490 sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume 6,977 cu. ft. (volume detained on top of the permanent pool)
SAIDA used / OS% (surface area to drainage area ratio)*
Diameter of Orifice AO in. (draw down orifice diameter)
II. 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
JAO The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
hftp://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
Best Management Practice Design Criteria - Constructed Wetlands - BMP#3
Drainage Area 4.83 ac
Impervious Surface 1.11 ac Imp. Surf. Infrast. 0.28 ac. Imp. Surf. Lots 0.83 ac.
Impervious Surface % 23.0 %
Required SA/DA: 1.08 % Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
20 0.97 3
30 1.34
Surface Area Required: 2,274 sf (Drainage Area * SA/DA * 43,560)
1" Runoff Volume Estimate 4,503 cf (0.05+0.009(Imp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Storage Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
343 3,300 3,710 cy 5,877 cy
344 4,120 2,167 cy
344.5 4,548
Orifice Size for 2 Day Drawdown
Qallowable 4,503 cy X 1 hr = 0.0261 cfs
48 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.75 ft
Area 0.900 in^2
Orifice Diameter 1.07 in (4*Area*3.14)^0.5
Qallowable 4,503 cy X 1 hr = 0.0104 cfs
120 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.75 ft
Area 0.360 in^2
Orifice Diameter 0.68 in (4*Area*3.14)^0.5
Use Orifice Diameter 1 in
36C
355
350
345
340
a
rr

PROPO ED

XI -nNG GROUND

98 LF?
'n
"
? .-
KUP

o 0) 0 o
10+00
HIGHCROFT VILLAGE
WAKE North Carolina
11+00
STREAM CHANNEL IMPACT 1
CROSS SECTION DETAIL
ROAD FILL
1"=5' Vertical
12+00 1"=50' Horizontal
WITMERB &- RAVENEL
RECESSES I PLANNERS 1 SURVEYORS
08/21/06 08:03 FAX [phone]
Todd Preuninger
Withers & Revenel
111 MacKennon Drive
Cary, NC 27511
WITHERS & RAVENEL INC.
Y
em
a emtent
PROGRAM
August 15, 2006
Project: Highcroft Village Subdivision County: Wake
10002
-41ec" 461t,
?t 810
hers ? 06
Rdl,?
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibilityof the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 4041401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
RIVER BASIN Cape Fear Cu 03030002
Wetland-Riparian ac 0.150 Stream-Warm fl -
Wetland-Non-Riparian ac - Stream-Cool ft -
Coastal Marsh ac - Stream-Cold 11 -
Buffer-Zone l s ft -
Buffer-Zone 2 (sq ft -
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 up to a 3:1 ratio and Zone 2 up to a 1.5: l ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely, *4 ?,
D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
Pat*
r' ... ... pro", Oar Stag
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www,nceep.net
AUG-21-2006 MON 07:52 TEL:[phone] NAME:DWO-WETLANDS P. 2
AUG 2 1 2006
DENR - WATER
Office Use Only:
USACE Action ID No.
DWQ No.
Lg 016
old??"P
AUXZ 0 06lr'-? (a L ?D
WATER Q ITy Lt, a
AND STORMWATER BRANCH
Form Version March 05
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 18, 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Highcroft Investors, LLC
Mailing Address: Attn: Glenn Futrell
PO BOX 3557
CM, NC 27519
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: fuQ trell(a jlgcorp.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Withers & Ravenel Inc.
Mailing Address: 117 MacKenan Drive
CM, NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-238-2099
E-mail Address: tpreuninger(a)withersravenel.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: Highcroft Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0734.02-76-0395
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Highcroft Village
Directions to site (include road numbers/names, landmarks, etc.): From intersection of US
64 and Hwy 55 go north on Hwy 55 for 3.8 miles and turn left on Green Hope School Rd
(SR 1621). Go gpproximately 1000 feet and site will be on your left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8015978 ON 78.8750136 °W
6. Property size (acres): 36.47
7. Name of nearest receiving body of water: Bachelor Branch
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.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: Currently the site is wooded. Land use in the vicinity is
primarily residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of residential housing. Typical heavy equipment
such as excavators will be utilized install the infrastructure (i.e. roads and utilities)
11. Explain the purpose of the proposed work: The project is needed to meet the growing
demand for housing in the immediate 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. Soil and Environmental Consultants conducted a detailed wetland
delineation prior to site plan development so that wetland impacts could be minimized to the
maximum extent possible. Mr. Monte Matthews, with the USACE, conducted site meetings to
verify the wetland delineation. We are in the process of completing the wetland delineation map
for USACE approval.
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.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of 147 linear feet of stream channel impact and 0.154 acres of wetland impacts associated
with the construction of roadways, lot fill and BMP devices. Additionally, temporary
impacts will consist of 24 linear feet of stream channel impact for utility line crossings.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flood" g.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact 2 Fill Headwater Forest No 250 ft 0.049
Impact 3 Fill Headwater Forest No 400 ft 0.034
Impact 4 Fill Headwater Forest No 400 ft 0.071
Total Wetland Impact (acres) 0.154
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact 1 UT to Bachelor Branch Culvert Perennial 4 147 0.013
Impact 5 UT to Bachelor Branch Temporary Perennial 4 24 0.002
Total Stream Impact (by length and acreage) 171 0.015
Impact 5 is a temporary impact due to utility line installation.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.154
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.17
Total Stream Impact (linear feet): 171
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: 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: In order to access the entire
site wetland and stream impacts could not be avoided. Impacts were minimized at stream
crossings gh the use of steeper fill slopes, 3:1 rather than 2:1, and the crossings were made
at a nearly perpendicular angle. The road alignment in the northwest corner of the property was
dictated by the Town of Cary and therefore, the wetland impacts could not be avoided. In
addition, two access points are needed for safe egress and ingress and to allow emergency
vehicle access if one entrance is blocked.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwet]ands/strmgide.htm].
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 stream impacts are less than 150 linear
feet we do not believe that mitigation should be required for impacts to the streams on-site.
The applicant proposes payment to the NC-EEP to satisfy mitigation requirements for
impacts to jurisdictional wetlands.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at htip://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.5
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/local) funds or the use of
public (federal/state) land? Yes ? No N
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I Impact I Required
Zone* Multiplier 7,
I 1 I NA 13 (2 for Catawba) I NA
2 NA 1.5 NA
Total I NA I I NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed impervious surface for this project
is expected to be approximately 39% following build-out. During construction the applicant will
utilize BMP devices to prevent sediment from entering jurisdictional stream channels or
wetlands. In order to protect downstream water quality, the applicant proposes, as per the Town
Page 7 of 8
of Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
As stated by the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
October 3, 2002, version 1.6 prepared by the North Carolina Division of Water Quality, most
residential subdivisions are unlikely to require a cumulative impacts analysis. The Hi croft
Village property does not meet any of the three criteria of private development projects that can
clearly result in cumulative impacts. The applicant will comply with the applicable local and
state regulations pertaining to water quality, therefore, we do not anticipate downstream
degradation.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Chapter 7: Development and Design Standards
Sec. 7.10 Connectivity
Any residential development shall be required to achieve a connectivity index of
1.2 or greater unless the Planning Director determines that this requirement is
impractical due to topography, existing development, and/or natural features. In
Street
Connectivity
Diagram
[Reserved]
the event that this requirement is waived, a six-foot pedestrian trail shall be
provided to link any cul-de-sacs within a residential development in which the
required connectivity index has been waived. A connectivity index is a ratio of the
number of street links (road sections between intersections and cul-de-sacs)
divided by the number of street nodes (intersections and cul-de-sac heads). The
following illustration provides an example of how to calculate the Index. Street
links on existing adjacent streets that are not part of the proposed subdivision are
not included in the connectivity Index calculation.
NOTE: The measure of connectivity Is the number of street links divided by the number of nodes.
Nodes exist at street Intersections as well as cul-de-sac heads. Links are the stretches of road that
connect nodes. Stub outs shall also be considered as links. In this example, there are 11 links
(circles) and nine nodes (stars); therefore, the connectivity index is 1.22
(B) Street Arrangement
(1) The proposed public or private street system shall be designed to
c) ,' provide vehicular Interconnections to all similar or compatible adjacent
,{ c uses (existing and future) when such interconnections would facilitate
internal and external traffic movements in the area. Such connections
shall be provided during the initial phase of the project approximately
every 1,250 to 1,500 linear feet for each direction (north, south, east,
west) in which the subject property abuts similar or compatible uses. If
the common property boundary in any direction is less than 1,250 linear
feet, the subject property will be required to provide an interconnection if
it is determined by the Planning Director that the Interconnection in that
direction can best be accomplished through the subject property. When
the Planning Director deems a vehicular connection impractical, he/she
can increase the length requirement and/or require pedestrian
connections. The Planning Director may delay the interconnection If
such interconnection requires state approval or will result in significant
hardship to the property owner. The intent of this standard is to improve
access/egress for Town neighborhoods, provide faster response time for
emergency vehicles, and Improve the connections between
neighborhoods.
(2) Any development of more than 100 residential units or additions to
existing developments such that the total number of units exceeds 100
shall be required to provide vehicular access to at least two public streets
unless such provision is deemed impractical by the Planning Director or
Town Engineer due to topography, natural features, or the configuration
of adjacent developments.
(3) Where new development is adjacent to vacant land likely to be divided in
the future, all streets, bicycle paths, and access ways in the
development's proposed street system shall continue through to the
boundary lines of the area under the same ownership as the subdivision,
Town of Cary Land Development Ordinance Page 7-83
OF WA TFRQ Michael F. Easley, Governor
M ? William G. Ross Jr., Secretary
`O (
COr North Carolina Department of Environment and Natural Resources
0 r Alan W. Klimek, P.E. Director
Division of Water Quality
August 11, 2006
DWQ EXP No. 02-1169 v.2
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Highcroft Investors, LLC
Attn: Mr. Glenn Futrell
P.O. Box 3557
Cary, NC 27519
Subject Property: Highcroft Village Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Futrell:
On August 10, 2006, the Division of Water Quality (the "Division") received your PCN application for
the above-referenced project. The DWQ has determined that this information is incomplete. Please
provide the additional information requested below in order to continue review of your project and to
prevent denial of your application as required by 15A NCAC 2H .0506:
Wetland and Stream Impacts:
a. Please provide the final wetland determination map that was submitted for USACE
approval and an accurate enumeration of all of the wetlands on the subject property.
b. Please provide an explanation for NCEEP requested Riparian wetland mitigation of 0.25-
0.5 acres.
c. Please provide cross section details showing the provisions for aquatic life passage.
2. Stormwater Management Plans:
a. Please explain the "Ligustrum BMP screen".
b. Please include a planting plan for the littoral shelf.
c. Given the design parameters submitted, the drawdown periods on BUT #2 and #3 are too
short. Please lengthen the drawdown times.
3. Streets:
a. Based on the plans you submitted, the road on the west side of the site is stubbed (near the
Alma M. Stitt property). Please explain the future plans for this road. DWQ is concerned
about the potential for cumulative impacts and recommends a cul-de-sac.
b. Please provide a letter from the Town of Cary that states the requirement for the northwest
corner access road.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the above
information in writing.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ.
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
One
N Caro a
AWMA91111
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Highcroft Village Subdivision
Page 2 of 2
August 11, 2006
Please contact Cynthia Van Der Wiele at [phone] or Lia Myott at [phone] if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw/lem
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Todd Preuninger, Withers and Ravenel, Inc., 111 MacKenan Drive, Cary, NC 27511
Filename: 021169HighcroftViliageSDv2(W a ke)EXP+hold
?QF w'4T F90 Michael F. Easley, Governor
?0 C, William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
August 11, 2006
DWQ EXP No. 02-1169 v.2
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Highcroft Investors, LLC
Attn: Mr. Glenn Futrell
P.O. Box 3557
Cary, NC 27519
Subject Property: Highcroft Village Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Futrell:
On August 10, 2006, the Division of Water Quality (the "Division") received your PCN application for
the above-referenced project. The DWQ has determined that this information is incomplete. Please
provide the additional information requested below in order to continue review of your project and to
prevent denial of your application as required by 15A NCAC 2H .0506:
1. Wetl d and Stream Impacts:
Please provide the final wetland determination map that was submitted for USACE
approval and an accurate enumeration of all of the wetlands on the subject property.
U lease provide an explanation for NCEEP requested Riparian wetland mitigation of 0.25-
Y.Please .5 acres.
provide cross section details showing the provisions for aquatic life passage.
p gustrum BMP screen". 7 ?
b. Please include a planting plan for the littoral shelf. OAe_ 2 - 'hrc -
c. Given the design parameters submitted, the drawdown periods on BMP #2 and #3 are too
short. Please lengthen the drawdown times. - `'.ec t,-,( 0 cn (Cc_cca-f,-) ,
2. Sto ater Management Plans:
Please ex lain the "Li
3. Streets:
a. Based on the plans you submitted, the road on the west side of the site is stubbed (near the
Alma M. Stitt property). Please explain the future plans for this road. DWQ is concerned
about the potential for cumulative impacts and recommends a cul-de-sac.
b. Please provide a letter from the Town of Cary that states the requirement for the northwest
corner access road.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the above
information in writing.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ.
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: htta://h2o.en r. state. nc. us/ncvvetlands
Noce hCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
WITHERS &R"ENEL
August 9, 2oo6
US Army Corps of Engineers
Attn: Mr. Monte Matthews
65o8 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Highcroft Village Subdivision
Request for 404/401- Certification
W&R Project Number - 02040191.00
Dear Mr. Matthews & Ms. Karoly,
?D
D
AUr, 1 Q 2006
bthn W,gl'f
" X'WDSftSTQN Qaury
'R 8MACH
On behalf of Highcroft Investors, LLC, we are requesting authorization from the USACE and
NC-DWQ to use NWP 12, 18 & 39 for the construction of a residential subdivision.
The subject property is located on the south side of Green Hope School Road (SR 1621)
approximately looo feet west of the intersection of Green Hope School Road and NC HWY 55•
The site is approximately 36.47 acres in size and contains an unnamed tributary to Bachelor
Branch in the Cape Fear River Basin. The Hydrologic Unit Code for this basin is 03030002.
The Water Quality classification is C; NSW, and the stream index is 16-41-6-2-(1).
Project History Soil and Environmental Consultants conducted a detailed wetland delineation prior to site
plan development so that wetland impacts could be minimized to the maximum extent
possible. Mr. Monte Matthews, with the USACE, conducted site meetings to verify the
wetland delineation. We are in the process of completing the wetland delineation map for
USACE approval.
Proposed Impacts
The proposed impacts consist of 147 linear feet of important/perennial stream channel, o.15
acres of wetland impacts for road crossings, lot fill and stormwater BMP's. In addition, 24
linear feet of stream will be temporarily impacted for utility line installation. Impacts are
summarized in the table below as well as in the PCN form.
NWP # Impact # Line et SF Acres
39 Impact 1 1 7 58 0.01
39 Impact 2 211 0.049
39 Impact NA 1472 0.034
18 impact NA 125 0.071
12 impact 5 2A
_ 25 0.002
Total =
=_?
1 1 727 o.i7
ENGINEERS I PLANNERS I SURVEYORS
&Y-Poa-1t L.4 YZ
NC-Division of Water Quality
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Raleigh, North Carolina 276o4
iii MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
7040 Wrightsville Ave i Suite 1o1 i Wilmington, North Carolina 28403 1 tel: [phone] fax: [phone]

d`? ?
J
wi ?L? 3
? Gee ,?-?al,?
Avoidance and Minimization
In order to access the entire site wetland and stream impacts could not be avoided. Impacts
were minimized at stream crossings through the use of steeper fill slopes, 3:1 rather than
2:1, and the crossings were made at a nearly perpendicular angle. The road alignment in the
northwest corner of the property was dictated by the Town of Cary and therefore, the wetland
impacts could not be avoided. In addition, two access points are needed for safe egress and
ingress into the site and to allow access for emergency vehicles in the event that an entrance
is blocked.
Stormwater Management Plan
The proposed impervious surface for this project is expected to be approximately 39%
following build-out. During construction the applicant will utilize BMP devices to prevent
sediment from entering jurisdictional stream channels or wetlands. In order to protect
downstream water quality, the applicant proposes constructed wetlands, as per the Town of
Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
Mitigation
Because the stream impacts are less than 150 linear feet we do not believe that mitigation
should be required for impacts to the streams on-site. The applicant proposes payment to
the NC-EEP to satisfy mitigation requirements for impacts to jurisdictional wetlands.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS &-RAVENEL, INC.

Todd Preuninger
Attachments
1) PCN Form
2) Site plans
3) Agent Authorization
4) USGS Quad
5) Wake County Soil Map
6) Stormwater Management Plan
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. UIP 02+- 11 to et V
(If anv narticular item is not annlicable to this tiroiect. please enter "Not Annlicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 18, 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Maria eme?
Environmental Concern (see the top of page 2 for further details), check
II. Applicant Information AUG p 2006
1. Owner/Applicant Information DEN i4x"
Name: Highcroft Investors, LLC
Mailing Address: Attn: Glenn Futrell
PO BOX 3557
Cary, NC 27519
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: gfutrell@,ilgcoip.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Withers & Ravenel Inc.
Mailing Address: 11 I MacKenan Drive
Carv. NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-238-2099
E-mail Address: [e-mail]
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: Highcroft Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0734.02-76-0395
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Highcroft Village
Directions to site (include road numbers/names, landmarks, etc.): From intersection of US
64 and Hwy 55 go north on Hwa 55 for 3.8 miles and turn left on Green Hope School Rd
(SR 1621). Go approximately 1000 feet and site will be on your left.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): _ 35.8015978 ON 78.8750136 °W
6. Property size (acres):
36.47
7. Name of nearest receiving body of water: Bachelor Branch
8. River Basin: Cane Fear
(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: Currently the is wooded. Land use in the vicinity
primarily residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of residential housing. Typical heavy equipment
such as excavators will be utilized install the infrastructure (i.e. roads and utilities)
11. Explain the purpose of the proposed work: The project is needed to meet the growing,
demand for housing in the immediate 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. Soil and Environmental Consultants conducted a detailed wetland
delineation prior to site plan development so that wetland impacts could be minimized to the
maximum extent possible. Mr. Monte Matthews, with the USACE, conducted site meetings to
verify the wetland delineation. We are in the process of completing the wetland delineation map
for USACE approval.
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.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of 147 linear feet of stream channel impact and 0.154 acres of wetland impacts associated
with the construction of roadways, lot fill and BMP devices. Additionally, temporary
impacts will consist of 24 linear feet of stream channel impact for utility line crossings.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
Impact 2 Fill Headwater Forest No 250 ft 0.049
Impact 3 Fill Headwater Forest No 400 ft 0.034
Impact 4 Fill Headwater Forest No 400 ft 0.071
Total Wetland Impact (acres) 0.154
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
Impact 1 UT to Bachelor Branch Culvert Perennial 4 147 0.013
Impact 5 UT to Bachelor Branch Temporary Perennial 4 24 0.002
Total Stream Impact (by length and acreage) 171 0.015
Impact 5 is a temporary impact due to utility line installation.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. (acres)
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.154
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.17
Total Stream Impact (linear feet): 171
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: 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: In order to access the entire
site wetland and stream impacts could not be avoided. Impacts were minimized at stream
crossings _through the use of steeper fill slopes, 3:1 rather than 2:1, and the crossings were made
at a nearly perpendicular angle. The road alignment in the northwest corner of the property was
dictated by the Town of Cary and therefore, the wetland impacts could not be avoided. In
addition, two access points are needed for safe egress and ingress and to allow emergency
vehicle access if one entrance is blocked.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150, linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.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 stream impacts are less than 150 linear
feet we do not believe that mitigation should be required for impacts to the streams on-site.
The applicant proposes payment to the NC-EEP to satisfy mitigation requirements for
impacts to Jurisdictional wetlands.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.25 - 0.5
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/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone i-,,.,..e f o,N Multiplier A44.*, +,*_.,
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total NA NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed impervious surface for this project
is expected to be approximately 39% followiniz build-out. Durine construction the applicant will
utilize BMP devices to prevent sediment from entering jurisdictional stream channels or
wetlands. In order to protect downstream water quality, the applicant proposes, as per the Town
Page 7 of 8
of Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
As stated by the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
October 3, 2002, version 1.6 prepared by the North Carolina Division of Water Quality, most
residential subdivisions are unlikely to require a cumulative impacts analysis. The Hi hg croft
Village property does not meet any of the three criteria of private development projects that can
clearly result in cumulative impacts. The applicant will comply with the applicable local and
state regulations pertaining to water quality, therefore, we do not anticipate downstream
degradation.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
6ho /0
Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
,17 on
•
LJ
rM
j1
0 �.^, �� t" ,► --.�." ...- / ,! IIS. ` � , _ . _ , r ,.i
,1162[' ' l
�� I k
17
"�� • _ ,i� � _; �30r%�f �.� - - � f--_ „=�ht' `_:= O M/,, `�".�' ,�..�r-_;;....ems .:"�^ i
Q 1�` � a _ - O' �ir�• �6 ! ��, ��� � ft' _�ml-;!/
I'M
• _� V"� � �- ter. -+!'-. / !1 i� )' ' � �' �, `
� • ,.-, , ...-`rte- � � ,, _ r � - � r �1 ` -
r
•��
t
S 14,18
-,Z--
NAA
k
1 � Oil - ,�r�-/
WITHERS C�< RAVENEL Hightcroft Village Site Boundary N
ENGINEERS 1 PLANNERS I SURVEYORS W E
111 MacKenan Drive Cary, North Carolina 0 2,000 4,000 S
telephone: [phone] www.withersravenel.com FvPt

9CC 1 INUIVlo1=r% `rte (Joins sheet 35) WSC 0
Cr82 CrB2
e +! sez ?a Wy : µ WsC2 to s9 m
a? '° wv <?y ; Fi
N
62 WsC2 CrC2 GrB2
CrB2
_
WsE r 5 CrC2 4?e?
Y
f od h ope WsB2 ?.
.?
CrC2 -= WsBt'+aC2
WsC2 wsC2 \ WsC2
WsB2 CrC2
-
CrB2 WsB2

Ws82 1
WsC2
WsC WsE
y
l
MfB2 # C
E,. i C
W A
8..
{.r82
0
.
wY WsC2
WsE
C 62 CrB2 crc2'
^WsB2
o
\Cr82 CrCY / WY
WsB2
C2 s1:2 WsB2 I WsB2 ^r '
Woe2.
C
rB2
Wv \ ?
cz
' ?wsE 1 r
\ c \ \ WsC2
?
? \
WsE
I
.... CrE
.. ?
. ' •
WaBE
-•--
'
° I
i
CrC2 f
'
`
?
?
... ?
I ? WsB2
,
?
• ? I
a I CM) CrC2
_ I
1
W r
WsB2 s ? trC2 ' Crc CrE
J
. 1 . Ws(?t
w';/
WsC2 r
t C1C
Cr82 wY
P
de
/
?
; .
CtB2
?
2
.
? jw
'CrCL,
NSU ?
Ws
x .r
1
I
lAJsf x ? rC !?
x, a
G
.
r ?
Ws C2
WsC
.
I
x• r l d `
ryf7
p?.
u F s ? y
r Cre2 CrB2
W!tt
W
1 c°
N?
' 1
' `? CrC1
r c
sC2
r
)
J
,,y y?
w _ r
tE x W
sG2
. U WsE \ \' 60- o to
a4 N I?U

8 ' "
Y!'
r e,.^ `WY Bi
s
r?$. t
a
Cc82 '
'IVA
\ Cr82 ' M1C2?r
?
. iI
- # _ ?
r
'- `RyB2 Mr
e 2
s
?
c NsC2z .: Crc ((r lit 4
• '
, Crt
.2 ' iw

,?
V(s[ Ws82
Cr82 £'
` t

'" > " c
C?C
Wes- ,? - ? ? ? , ?
rC ,..` ? GrB
?v

•-
2 «» `W yx. . ?
ax r
0ti r
r;- C
C
? ?.
f?f 2
?y
WsC ?
} ?? :
!
v
Cr t.
?y Cr62 Ws
r Z`rc
r.
,
a•:WsC2 'CrC2
.
Grc AfA i AfA CtC7

'
V CrC2
GrB
sE
6 rE f CrB2 .
? ?• ?!: ?
. m

r,
WsC2" qu

55
r
\ ?
f
`
?i,
Ws82 YVsCaJ ?L y Wt02` ' r cx A r r

cjoins sheet 55) CrC2?
JI
WITHERS RAVENEL
ENGINEERS I PIANNE R5 1 SURVEYORS
Site Access/Agent Authorization Form
Project Name:
Property Owner/Contract Purchaser: 4#<G -ZpFT lNdEST©Q5, L.LC
Address: o--.,T ©FIEiGE &x 3S51
(fARV _ L.?eR,a.l•yiti 7-7S11?
Phone: (gldr) 43 -Y94v
Fax: `710) 44 ,3 - / &-!?>
Email: GFUT2az.L@ JL xC0Z?. corn
I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings and/or
correspondence (i.e. permit applications etc.) with the USACE and the NC - Division
of Water Quality, if necessary.
Property Owner: UtLEx*J FU77261-i- Date: o
(Print Name)
(Signature)
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN-LIEU FEE REQUEST FORM
Revised 5/1612006
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. All correspondence from
NCEEP will be to the Applicant, with a copy to the Applicant's Agent (if indicated).
__......._........ -........ __.... _......... -.----........ .__._........ .__........._........__.... _._......_.._._........ _...... _.... __._..._...... _...... _......_..... ._.......__...._.......
CONTACT INFORMATION APPLICANT APPLICANT'S AGENT (optional)
1. Business or Individual Name
..............._....... __........._....... .........__._._.......__.._.... ........... _........ ....... HighCroft Investors LLC Withers and Ravenel
-......___..... __.... .._-_.-._._....__....___._.__..._..._... _._....-..... _.._.._._...
2..Street Address or P O Box i
_ ..................__....._......_.....—-.........._...---..........._-_........._....................._.............. PO BOX 3557 111 MacKenan Drive
_.......__....-...._..._...-........_....-........_...._.__...........__._.........._..._._........__..i
3. City, State, Zip
- ...._......__ .............__....__......-------- Cary, NC 27619 Cary, NC 27511
4. Contact Person
_._._._........ ---..__.......__..__......__.._.._... Glenn Futrell Todd Preuninger

_........
_........ -......._..._.._..._._ ................._._....._......_..............._......._....... _....
5. Telephone Number 463-9940 469-3340
---.._....___..._......____...__...___._.....__---_.._...... _.... _....._..__.._.........

6. Fax Number (

463-9983
_........__....----._......._........_...
_...... ._..__....... _.... __...._......._ .......... ......
238-2099
-......._.......... ...... ........... _..._.._........... ..._..... _......
r _........._...-....--_--._...... ------- -....__....._._....
7. E-Mail Address (optional) - __..I
_..._.......__......._.._..._....._..._....._._........ ......._..._...__...... [e-mail] [e-mail]
...
INFORMATION
_. _......... ........ _ ........ ...... ..__................... _......... ........ __....... .... -..... _....... ._........._............... __......... ......... __.............
8. Project Name ............. .....__ ............... _ ....._.._..... ................. _.... --,.......__................._.........._......__................._........._.........._..................__................._
Highcroft Village Subdivision
......... -._ ..............__._.................__.............._...._..........._...__.........._........_.............._._ _........... ......... _.... .............__.....
9. Project Location (nearest town, city) .............__................... ................. __.................. ._........... ........__..................._........._...... _.............. ......__................. _...... ............. _....................._.........
;Cary, Wake County, NC
I

10. Cat Long Coordinates (optional) _
35 8015978 ON 78 8750136 °W
..
11. Project County

;
Wake

12 River Basin .......... __ .................... -- .......... __ ...... __ .. _

Cape Fear
_..._..__. ... __ ......... ......... ....._. _
13. Cataloging Unit (8-digit) _._. _..... .......... __ ...... .... .. ..._. ..
03030002
'
_ .................._._................... _......... ........ ---................ _..... ............ _-...... ............ ..__ ....-........... _........ ..........._................
14. Riparian Wetland Impact (ac.) (e.g., 0.13) ...
0.15
......_._.. ...... _._...................- _.............. .. .....
15. Non-Riparian Wetland Impact (ac.) ....__ . ....... ......

o

_ ............ ........ _........... .......--........ ...._..... _........... _.... _............. ..... --.......... _....... _...................__................__............ .....
16. Coastal Marsh Impact (ac.) .. -...................._..................... _......... .......... ---.................. _.................... --........ ..._.... __.............. .....__.................... _...... ..............__..................... _........ ...........__.....................
0
............. _.....

17. Stream Impacts (ft.) (e.g. 1,234) ....... .._,....,,,,_...,. _....,..,...,.._.............. ....... ......

Warm
' ._............ ......._.......... .... -............
.....,._.........
Cool
_ _ __ ? .....
Cold
0 0 0
.... ................... _.......... _..._._............... _.......... _......- .............. ___........ ........ __....... ..........._......... _........ _.................

18. Buffer Impact-Zone 1 (sq. ft.) (e.g. 12,345) .....,,,..,.,..__............. ....._.,,."..
.,...,.__,....,,......-..................._.............
,,._ _....,...,... - ,..,.......... .. _ ... _ _ .,.. _ ....
0
...... ........_ ................._............._....._.........__.....__.......-----.................._...................._.................._.._.................._......
19. Buffer Impact-Zone 2 (sq. ft.) ..........................._......._..................---..................__................_.._....................._..................__..............._..__.........-........._......................_.................._._.................................
0
- ............_._. ....... ............. _........ _......... __.......... _.... __........ ...... _.... ........ _.-............... .... _............. ........ _........... _...
IMPORTANT . ...... ............_................... __....... .... ..---._...................--.......... .......... _................... _........... ........ _.... .............. ._............ ....... __................... _...................
Signature of Applicant or Agent:
Check (?) below if this request is a: 6?r
? revision to a current acceptance, or Date:
/?o O (?
? re-submission of an expired acceptance
(...._. _..... _....... _._. __........__..._.__........._......._._.......... _..._ ............._._.._..
._._......__..... _........... __.._..__....... __..... _..... ............. ........ _.._.......... _.... ..._.......__.._._.......... _........ _........ ___............... _..... _....... .
Buffer mitigation applicable only in the Neuse, Tar-Pa mlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed. For help in determining the Cataloging Unit, go to EPS's "Surf Your Watershed" web page:
http://cfpub.epa.gov/surf/locate/index.cfm Direct all questions to Chris Mankoff at 919-716-1921 or
[e-mail]
ti
Sy0RM WATER
MANAGEMENT'
o
IMPACT 1
589 SF, 0.01 AC
147 LF CHANNEL

YA-
0
?d

0
fv ,
co
GRAPHIC SCALE
50 0 25 50 100
1 inch m 50 ft.
L PROPOSED WETLAND WITHERS RAVENEL
L HIGHCROFT VILLAGE
WAKE NorihCarolina IMPACT MAP SHEET 2 0 F 4 1NOINININ 1 PIANNINS 1 SURVIVORS

J"*

/ I
O
i
GRAPHIC SCALE
50 o 25 50 loo
- -
1 inch = 50 ft.
HIGHCROFT VILLAGE PROPOSED WETLAND WITHERB &- RAVENEL
IMPACT MAP NNNINNNNN 1 FLANNRRS i SURVIVORS
CARP WAKE North Carolina SHEET 4 OF 4
??? - ?rr / f/ Jr r !
/' - IMPA T 3 ?t
?- r 1,472?SF, 0.03 C l
--- w
0
3,t'£5 SIF -0.01 AC / l
I I
-- 1 t
/ J
r
r ./ / / fr 00 r/ ,.
l r? J/ J
r ! _
I.AJ y /?
! / / r v
GRAPHIC SCALE
1 0 50 0 25 50 100
I 1
1 inch = 50 ft.
HIGHCROFT VILLAGE PROPOSED WETLAND HERE &- RAVENEL
IMPACT MAP RMRI MRRRR 1 PLANNRRR 1 RMRYRrORR
CARY WAKE North Carolina SHEET 3 OF ]4
o ?
3
r-
a a a a a s a
a 0 0 0 ? a 0 0
0 0 0 0 0 0 0

a cc`n cvn LL. LA- V) ? a
LL,
cn N Zn
LL- n
r 04 10
r r-) LL
_
N I
0 cc)
0)
Go It
00

N
.-
M
t0 W
U')
LO
z
3 p N M d U ?-
N M M N

ta
r,,
r.
O
W
O J
W W W
=
= O
~
cn in c
n :5
in
v
i
C6

wo
J J
Q

u
Llr)

o
W

:
Z
U
O N O
W W m
^
_
U
C > >
°L
7 ?
?
Uo Ns
rA
W
z d
z?
J
N=
N N '?
i
w
o
N =
W I
3
W
I
i,99."r / ? iZL •i ' FL,;. ? ;6L.i •QL,: I
p911y y`p?y3y ?. 8111 od ooet !18 ?LL = 9lll od 9!
1 _ No
I '' r
LLJ
CA>
r
Ul)
&8?
? W
IV%
"Nn mil` $? Q , n Q o
U r
0
O ® ? O o (J OO / Z
5
i
I?
W
® ® 2? o o
o ® o ?.
ry) ? O?
O ® O$ o w / U
O
® CO o
`? -
L9l 2 S Gvo l0oH?5 3dOH N332!J g
I a ? m 0 Q ?
?I -
Moser - m wove Not'" ?n '?MMl -&**.w owum\sowuu\Le110\oel-fo\*o\'H

Project Name: HighcroftVilla
Project No. DWQ 021169
SUBMITTED DESIGN: (?t?l L I REQUIRED DESIGN:
elevations

Permanent Pool (ft) 370 3
Temporary Pool (ft) 373 3 ft. depth ok
areas
Permanent Pool SA (sq ft) 5600 5550 sq. ft. ok
Drainage Area (ac) 7.09
Impervious Area (ac) 2.98 42.0%
-
Forebay (ft2) 850 15.178571 % ok
High Marsh (ft2) 1960 35.0 % ok
Low Marsh (ft2) 1960 35.0% ok
Micropool (ft2) 830 14.821429% ok
100%
volumes
Temporary Pool (cu ft) 17858 11022 cu. ft. ok
other parameters
SA/DA 1.8 1.80 -
Orifice Diameter (in) 1.75 0.10 cfs drawdown -
Design Rainfall (in) 1 2.1 day drawdown ok
Linear Interpolation of Correct SAIDA * * *
3 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 40 1.73
Project Impervious 42.0 1.80
Next Highest _J
50 2.06
F G"" g . //. a6 Ck
o?
w?L -?I- z 3 dA&,W
Project Name: HighcroftVilla
Project No. DWQ 021169
DA 2
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations
Permanent Pool (ft) 339 3
Temporary Pool (ft) 342 3 ft. depth ok
areas
Permanent Pool SA (sq ft) 13200 11730 sq. ft. ok
Drainage Area (ac) 12.28
Impervious Area (ac) 6.62 53.9 % -
Forebay (ft2) 2000 15.151515 % ok
High Marsh (ft2) 46 35.0 % ok
Low Marsh (ft2) 4620 35.0 % ok
Micropool (ft2) 1960 14.848485 % ok
100%
volumes
Temporary Pool (cu ft) 25686 23856 cu. ft. ok
other parameters
SA/DA 2.19 -
Orifice Diameter (in) 2.5 0.2 drawdown -
Design Rainfall (in) 1 (:? 1.5 da drawdown check drawc
Linear Interpolation of Correct SAIDA * * *
% Impervious
Next Lowest 50
Project Impervious 53.9
Next Highest 60
3 ft. Permanent Pool Depth
SA/DA from Table
2.06
2.19
2.4
Project Name: HighcroftVilla
Project No. DWQ 021169
DA 3
SUBMITTED DESIGN: REQUIRED DESIGN.-
elevations

Permanent Pool (ft) 339.5 3
Temporary Pool (ft) 343 3.5 ft. depth ok
areas
Permanent Pool SA (sq ft) 3300 2273 sq. ft. ok
Drainage Area (ac) 4.83
Impervious Area (ac) 1.11 23.0 % -
Forebay (ft2) 500 15.151515 % ok
High Marsh (ft2) 1155 35.0 % ok
Low Marsh (ft2) 1155 35.0 % ok
Micropool (112) 490 14.848485 % ok
100%
volumes
Temporary Pool (cu ft) 6964 4503 cu. ft. ok
other parameters
SA/DA 1. 1.08 -
Orifice Diameter (in) 1.25 0.0 fs drawdown -
Design Rainfall (in) 1.5 d drawdown check drawc
Linear Interpolation of Correct SAIDA
3 11. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 20 0.97
Project Impervious 23.0 1.08
Next Highest 30 1.34
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
Storm Water Management
Support Data & Calculations
Highcroft Village Subdivision
Cary, Wake County, North Carolina
Project No.: 204191.0
Prepared by: Withers & Ravenel, Inc.
111 MacKenan Drive
oo®e?
Cary, North Carolina 27511 •.•`°?1
Jason A. Bertoncino, PE
°`$+O
July 27, 2006 SEAL' ?--?
M ? 25944
E 7/06
iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone] i www.withersravenel.com
7040 Wrightsville Avenue i Suite 101 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: [phone] fax: [phone]o1g

DWQ Project
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATIO please complete the following inform tion):
Project Name : 11 1&#C )26F T -
Contact Person: Phone Number: ( 11 ) 444-M40
For projects with multiple basins, specify which basin this worksheet applies to: amp so J_
Permanent Pool Elevation 7 .OD ft. (elevation of the orifice invert out)
Temporary Pool Elevation 370• ov ft.
lei (elevation of the outlet structure invert in)
Permanent Pool Surface Area 5, 4,00 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 7.0 ac. (on-site and off-site drainage to the basin)
Impervious Area Z • 18 ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 6-60 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area ?60 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area 4 '760 sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 0,30 sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume 14, 5 7o cu. ft. (volume detained on top of the permanent pool)
SAIDA used /90 (surface area to drainage area ratio)*
Diameter of Orifice f, 75 in. (draw down orifice diameter)
II. 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
The temporary pool controls runoff from the 1 inch rain.
J k15 The basin side slopes are no steeper than 3:1.
1146 A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
lvi? A sediment disposal area is provided.
11-6 Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.

Project 1 , Project No.
?Gi1;' rLt E, Z??-=111 , G
WITHERS &-RAV E N E L Subject # C iZof =r
ENGINEERS I PLANNERS I SURVEYORS
Date By Sheet No. r
JuL- v z 7,Z

•??A erg W.G,_ A.?zc ?. =- ?, : •) `?A C'.
?MC-E.vv"'U! ?6_,n 0 AC n f:?A ;f7! c?• ' c,rL- ?• ??•? -r?- __..

QQ ., 1-? -.. ... r- -, r t U.•

r
ACt,

i
)

VOL

C, F

- t
G 0 rZ
AVE
3?aQ sere. 7?

DWQ Project
DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMA ION (please comp ete the following information):
Project Name : 1 T iLLAG6 rrr6E I
Contact Person: k )Asc" 13L-XTa.uG, n?o Phone Number: 3-S40
For projects with multiple basins, specify which basin this worksheet applies to: 8M P 02
Permanent Pool Elevation
Temporary Pool Elevation
39Z. oo ft.
1 339• o o ft.
Zoo sq. ft.
12.7-8 ac.
• 67- ac,
Z oao sq. ft.
lo20 sq. ft.
sq. ft.
/, 960 sq, ft.
l0 cu. ft.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
(volume detained on top of the permanent pool)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
Temporary Pool Volume
SA/DA used
Diameter of Orifice
II. REQUIRED ITEMS CHECKLIST
Z• Z °f (surface area to drainage area ratio)*
Z.6 in. (draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
JOE A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
DWQ Project
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION lease complete tl}e following information):
Project Name : ANA, J
FT /icc E- -6
Contact Person: Jkvl B41^O, Pc Phone Number: 9( f9) (z- 33
For projects with multiple basins, specify which basin this worksheet applies to: EM f 3
Permanent Pool Elevation 343.Oy ft. (elevation of the orifice invert out)
Temporary Pool Elevation 339.60 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
3, 300 sq. ft.
• t5 5 ac.
ac.
500 sq. ft.
11155 sq. ft.
/, /5 sq. ft.
490 sq. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
Temporary Pool Volume
6, V 9 cu. ft.
SAIDA used
Diameter of Orifice 2
II. REQUIRED ITEMS CHECKLIST
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)*
(draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
- V-61 Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
WITHERS &RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Project i Project No.
Subject
Date By \\ Sheet No.
C) L7
/)n tom'
? F?,I rv N Ai? F'11 4. c? tic
A'
(.67
}
08.
?? - ,Zu
r V A.;b ! t c: C
-J.1]
I ?
AQCA
3,7A--)
:s
? I ZO } 4 ` J a, ?? i?r
GG' I F rGt: F71-? + ?Ay ZAc?
Lk ). ;A 72 (7Z) iFl?` ft?t tom' - U.?? cr• hr,? C''
d - l TA vu
OPERATIONS & MAINTENANCE MANUAL
Project:
HIGHCROFT VILLAGE - PHASE 1
BEST MANAGEMENT PRACTICES 1, 2 & 3
Owners: Highcroft Investors, LLC c/o Colen E. Davidson, Jr.
Address: 140 Towerview Court, Cary, North Carolina 27511
Phone Number: 919.463.9940
Prepared by: Withers & Ravenel, Inc
Date: August 2, 2006
Project: HIGHCROFT VILLAGE - PHASE 1
Constructed: August 2006
Location: Green Hope School Road, Cary NC
Receiving Water Course: Tributary of Batchelor Branch (Cape Fear River Basin)
This manual establishes procedures for maintenance and operation of the Highcroft Village -
Phase 1 Best Management Practices (BMP) 1, 2 & 3 in accordance with NCDENR rules and
regulations.
SECTION 1 - MAINTENANCE OF BEST MANAGEMENT PRACTICES
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash racks
b. Check and clear orifice and riser of any obstructions. The detention device should be
kept clear of debris such as loose bottles, cans, food containers and other forms of
rubbish. Any rodents that have fallen into the device should be removed so that they do
not present a source of blockage for the discharge pipe.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall. Rills
and gullies should be filled with suitable soil compacted and then seeded. Where
eroded areas are detected, the cause of the erosion should be addressed to prevent a
continued maintenance problem.
II. Quarterly
a. Inspect the collection systems (i.e., catch basin, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates, and basin bottoms, and check
piping for obstructions.
b. Check pond inlet pipes for obstructions.
c. Repair any broken pipes.
d. Replace riprap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If the elevations of the marsh areas exceed the
permanent pool elevation, the sediment should be removed to design levels. This shall
be performed by excavating the marsh areas six inches below design elevations.
Afterwards clean topsoil shall be placed to bring marsh areas back to design elevations
and the required plant material reestablished. (see elevation tables below)
c. The riser structure should be visually inspected semi-annually for any seepage through
mortar joints or cracks in the walls of the structures. The orifice outlets should be
cleared of any debris that may build up and the extension should be checked for
damage. The drain valve assembly should be operated to ensure that all internal parts
remain lubricated and in good working order.
d. Conduits should be visually inspected at the joints. Pipes should be inspected for
proper alignment (sagging), elongation and displacement at joints, cracks, leaks,
surface wear, loss of protective coating, corrosion and blocking. A depression in the
soil surface over the pipe may be signs that soil is being removed from around the pipe.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
c. All components of impoundment system to be kept in good working order.
d. In case the ownership of the impoundments transfers, the current owner shall, within
thirty (30) days of transfer of ownership, notify NCDENR-DWQ of such ownership
transfer.
BMP #1
p Permanent Pool Elevation 373.00
High Marsh Elevation 372.50 avg.
-------------------------------------------- ------
Low Marsh Elevation 372.00 avg.
FOREBAY MAIN POND
BMP #2
-1 p Permanent Pool Elevation 342.00
High Marsh Elevation 341.50 avq,
--------------------------------------------------
Low Marsh Elevation 341.00 avg. +
FOREBAY MAIN POND
BMP #3
p Permanent Pool Elevation 343.00
High Marsh Elevation 342.50 avg.
-------------------------------------------- ------
Low Marsh Elevation 342.00 avg.
FOREBAY MAIN POND
SECTION 2 - RECORD KEEPING
Operation of the storm water detention device should include recording of the following:
Semi-Annual Inspection Reports - A collection of written inspection reports should be kept on
record in Section 3 of this manual. Inspection should be conducted semi-annually.
Observations - All observations should be recorded. Where periodic inspections are
performed following significant rainfall, these inspections should be logged into the Periodic
Inspection, Operations and Maintenance Form in Section 3 of this manual.
Other Operational Procedures - The owner should maintain a complete and up-to-date set of plans
(as-built drawings) and all changes made to the detention device over time should be recorded on
the as-builts.
Sedimentation and Dredging - Sedimentation from on-site and off-site soils will eventually result in
a decrease of the storage capacity for these ponds and will have to be removed. The frequency of
this sediment removal can be reduced by ensuring that the site areas be stabilized with a
vegetative ground cover such that it restrains erosion. This would include a periodic application of
fertilizer and/or other treatment necessary to promote a stable ground cover and minimize
sedimentation to the device. The removed material should be hauled offsite to a suitable landfill
site or mounded somewhere on site and stabilized with a ground cover sufficient to restrain
erosion.
I, (01C0_ E IOW('plstM Y , Member , hereby acknowledge that I am the financially responsible
party for Maintenance of these Best Management Practices. I will perform the maintenance as outlined
above, as part of the 401 Water Quality Certification and the stormwater regulations for this project.
Signature:
I, P.-u V a-lo -C vyrw u , a Notary Public for the State of N C- , County of Wa GC- ,
do hereby certify that A vl d s vK J? personally appeared before me this 3 day of
20 o S,, and acknowledge due execution of the foregoing instrument. Witness my
hand and official seal.
Seal
??' 4"""°+ DEBORAH NEWMAN
NOTARY PUBLIC

?"•°' M WAKE COUNTY, N.C.
y Commission Expires 12-15-2008
My commission expires: 11, -(S_ - ZUUrt
Date: $ 3 0
?U'h? A)UMZ4,
pr i ? C_d N cwc
Df_-L00V-" NeNvwwl_
Section 3 - Inspection Checklist and Periodic Maintenance Reports
WETLAND INSPECTION CHECKLIST - Highcroft Village Phase 1, Cary, NC
BMP # Date: Time:
SPILLWAYS - DRAINS - OUTLETS
Check/Circle
Condition Noted Observations Action -
Repair Action -
Monitor Action --
Investigative
Principal Spillway Type:
Trashracks/Debris
Cracks/Deterioration
Joint Deterioration
Improper Alignment
Seepage/Piping
Undercutting
Erosion
Debris
Drain/Other Outlets Type:
Gates/Valves
Operability
EMBANKMENT -- POOL
Check/Circle Condition
Noted
- Observations
11 Action -
Repair Action -
Monitor Action --
Investi ative
U/S Slope Type:
Ve etation/Ri ra
Beach in /slides/cracks
Undermining/erosion
Rodent burrows
Crest Type:
Ruts/erosion
Cracks/settlement
Poor alignment
D/S Slope Type:
Vegetation/erosion
Rodent burrows
Sloughs/slides/cracks
Seepage/wetness
Pool Type:
Erosion/ round cover
Sedimentation
Water quality
Wetland Vegetation
Abutment Type:
Vegetation/erosion
Slough/slides/cracks
Seepage/wetness
General Comments, Sketches & Field Measurements
PERODIC INSPECTION, OPERATION & MAINTENANCE RECORDS
Highcroft Village- Phase 1 BMP # , Cary, NC
Date Time Rain " Pool Level Weather General Observations Recorded
Conditions or Comments B
Date Maintenance Performed Comments Recorded
B
Date Equipment Operated Comments Recorded
B
?OF WATFR p Michael F. Easley, Governor
?o 0 William G. Ross Jr., Secretary
6 North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Todd Preuninger
Glenn Futrell
Fax #: [phone]
463-9983
Subject: Highcroft Village Subdivision
Number of pages including cover sheet: 3
Notes or special instructions:
Date: August 11, 2006
The original will be sent in the mail. If you have questions please call Lia Myott at 733-9502.
No rthCarolma
Q manly
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: hitp;'ih2u ?nrsttc nc u`ilcwctl?nnls
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE AUG-11-2006 FRI 10:32
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : AUG-11 10:30
ELAPSED TIME : 0111211
MODE : G3
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
F wA'rp
O 9Q W'tF "P Enl"l.nvcmn
G AIR
.nn O kn„ h . ,icvrcup'
y ? NmFt'arNina t,yam,nn yr tn.wmm?itam Nal,?„?I w,.,,y1?
? •i
P A4mh, K,nv
i4.P C.
Ci 11'y
U•.rlorlof (nalll.
E.
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversigbt/Express Review Permitting Unit
Street Address: 2321 Crabtree BoulevaM, Suilc 25Q
Raleigh, NC 27604-2260
bLaina Address: 1650 Mail Semme Centct
Raleigh, NC 21699-1650
Cnntact Information: Phlme 4: 919-733-0203
Paz p: 919-711-6893
Fax To: Todd Prcuttillgcr Fax #: [phone]
Glenn Futrell 463-9983
Subject: Highrroft Village Subdivision Date: August 11, 2006
Number of pages including cover sheet : 3
Notes or special Instructions:
.VXc griginal. will be scut in the snail. If vouhav e euoigns loase callLia Myutt at 733-9502.
rncar?
R1- d
x.11 MaaR*I,E. .k.. r.?iu?I
f tV ll Mail Sonic: fan. Ral<IEF ntVmh Canli,a ::ry9o-1670
:72! CJaCbee ?aItrR,G. Su1e 1111, kaltr,!M1. Nosh I'amlina ]'.%N
Mmeial9l'JJ-I'RG 'Pn 1919!:!]6697
., RNN oe6e,an+p.r.+++., •? f. monra:m f><a,?roa IMI cm.una, PaPat
SENDING CONFIRMATION
DATE AUG-11-2006 FRI 10:34
NAME DW¢-WE'T'LANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : AUG-11 10:33
ELAPSED TIME : 00'32"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
2?F VJA TFgo
O nn?md r. ra.y, nn«,?„
?t
t
?
? ? l Nrtn~ienrv
Nntn.1 art, Ana 11q?nnrml o(1^t, mm
rtml`ml M1al rta
i
O
?Wn R' Nl?mk, F F.
*MW,rtn rA'x'arn Ahi,l6
EXPRESS PERMIT REN IEW PROC;RAM
Division of Water Quality
Department of Environmental and Natural Resources
401 OversigbVExpress Review Permitting Unit
Street Address: 2321 Crdhtree Boulrn'anl, Suile 250
Raleigh. NC 276(4-2260
Mailing Address: 1650 Mail Service Center
Ralci4 NC 27699-1650
Contact Intormstton: Phone #. [phone]
Fax [phone]
Fax To: 'T'odd Preuninger Fax #: [phone]
Glenn Futrell 463-9983
Subltet: IGglicroll Village Subdivision Date- August 11, 2006
Number of pages including cover sheet : 3
Notts or special instructions:
'rhe original will be sent in the mail If you have nuestioos please call Lia Mvott at 733-95W.
ms ,('.rta r..
;balrrnrl?y
-N TcelrhM- R--
"5o lMni IlrNt
Mml cnM« r'.nm•. Rd-igh, rrenr M1rotn..T7599.1560
!tat C'n"rm Mnlrvr M, \,t4 :. q. Rale?fi, Nvrtfi !'rnlhn 1lfAM
In!nnv?: Ill10:f1YL.?f.3Y1:li.L_R:Cill; ^A<
hn Po?,y1:Apn!FnRNARnmMwt ArAm ErMM+ - 5ik Ragiipp,101. Po?1 ronwrrr, FtaEr
WITHERS &RAVEN EL
August 9, 2006
US Army Corps of Engineers
Attn: Mr. Monte Matthews
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Highcroft Village Subdivision
Request for 404/401- Certification
W&R Project Number- 02040191.00
ENGINEERS I PLANNERS I SURVEYORS
&Lp oa.•%%to a Y2.
NC-Division of Water Quality
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Raleigh, North Carolina 27604
Fqc'(r---199W19 P
AUG I 0 zoos
Dear Mr. Matthews & Ms. Karoly, u ! K u QTY
M CAW,, M
On behalf of Highcroft Investors, LLC, we are requesting authorization from the USACE and
NC-DWQ to use NWP 12,18 & 39 for the construction of a residential subdivision.
The subject property is located on the south side of Green Hope School Road (SR 1621)
approximately sooo feet west of the intersection of Green Hope School Road and NC HWY 55•
The site is approximately 36.47 acres in size and contains an unnamed tributary to Bachelor
Branch in the Cape Fear River Basin. The Hydrologic Unit Code for this basin is 03030002.
The Water Quality classification is C; NSW, and the stream index is 16-41-6-2-(1).
Project History
Soil and Environmental Consultants conducted a detailed wetland delineation prior to site
plan development so that wetland impacts could be minimized to the maximum extent
possible. Mr. Monte Matthews, with the USACE, conducted site meetings to verify the
wetland delineation. We are in the process of completing the wetland delineation map for
USACE approval.
Proposed Impacts
The proposed impacts consist of 147 linear feet of important/perennial stream channel, 0.15
acres of wetland impacts for road crossings, lot fill and stormwater BMP's. In addition, 24
linear feet of stream will be temporarily impacted for utility line installation. Impacts are
summarized in the table below as well as in the PCN form.
NWP # Impact # Linear Feet SF Acres
39 Impact 1 147 8 0.01
39 Impact 2 NA 211 0.049
39 Impact NA 1472 0.034
18 Impact NA 125 0.071
12 Impact 24 95 0.002
Total 1 1 27 0.1
ill MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone] i www.withersravenel.com
7040 Wrightsville Ave i Suite 101 i Wilmington, North Carolina 28403 1 tel: [phone] fax: [phone]
Avoidance and Minimization
In order to access the entire site wetland and stream impacts could not be avoided. Impacts
were minimized at stream crossings through the use of steeper fill slopes, 3:1 rather than
2:1, and the crossings were made at a nearly perpendicular angle. The road alignment in the
northwest corner of the property was dictated by the Town of Cary and therefore, the wetland
impacts could not be avoided. In addition, two access points are needed for safe egress and
ingress into the site and to allow access for emergency vehicles in the event that an entrance
is blocked.
Stormwater Management Plan
The proposed impervious surface for this project is expected to be approximately 39%
following build-out. During construction the applicant will utilize BMP devices to prevent
sediment from entering jurisdictional stream channels or wetlands. In order to protect
downstream water quality, the applicant proposes constructed wetlands, as per the Town of
Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
Mitigation
Because the stream impacts are less than 150 linear feet we do not believe that mitigation
should be required for impacts to the streams on-site. The applicant proposes payment to
the NC-EEP to satisfy mitigation requirements for impacts to jurisdictional wetlands.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS &-RAVENEL, INC.

Todd Preuninger
Attachments
1) PCN Form
2) Site plans
3) Agent Authorization
4) USGS Quad
5) Wake County Soil Map
6) Stormwater Management Plan
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. F.K? 0 a- it b g Y Z
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 18, 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details, Jap D
II. Applicant Information
AU ? ?. 0 2006
1. Owner/Applicant Information
Name: Highcroft Investors, LLC DENR. WATER QUALITY
...., .??p c70RMWATER BRANCH
Mailing Address: Attn: Glenn Futrell
PO BOX 3557
Carv. NC 27519
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: fug trellQjlgcorp.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Withers & Ravenel Inc.
Mailing Address: 117 MacKenan Drive
Cary, NC 27511
Telephone Number: 919-469-3340 . Fax Number: 919-238-2099
E-mail Address: tpreuninger(a,withersravenel.com
Page I 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: Highcroft Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0734.02-76-0395
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Highcroft Village
Directions to site (include road numbers/names, landmarks, etc.): From intersection of US
64 and Hwyy 55 _go north on Hwy 55 for 3.8 miles and turn left on Green Hope School Rd
(SR 1621). Go approximately 1000 feet and site will be on your left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8015978 ON 78.8750136 °W
6. Property size (acres): 36.47
7. Name of nearest receiving body of water: Bachelor Branch
8. River Basin: Cape Fear
(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: Currently the site is wooded. Land use in the vicinity is
primarily residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of residential housing. Typical heavy equipment
such as excavators will be utilized install the infrastructure (i.e. roads and utilities)
11. Explain the purpose of the proposed work: The project is needed to meet the growing
demand for housing in the immediate 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. Soil and Environmental Consultants conducted a detailed wetland
delineation prior to site plan development so that wetland impacts could be minimized to the
maximum extent possible. Mr. Monte Matthews, with the USACE, conducted site meetings to
verify the wetland delineation. We are in the process of completing the wetland delineation map
for USACE approval.
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.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of 147 linear feet of stream channel impact and 0.154 acres of wetland impacts associated
with the construction of roadways, lot fill and BMP devices. Additionally, temporary
impacts will consist of 24 linear feet of stream channel impact for utility line crossings.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
Impact 2 Fill Headwater Forest No 250 ft 0.049
Impact 3 Fill Headwater Forest No 400 ft 0.034
Impact 4 Fill Headwater Forest No 400 ft 0.071
Total Wetland Impact (acres) 0.154
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly length X width, then divide by 43,560.
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
Impact 1 UT to Bachelor Branch Culvert Perennial 4 147 0.013
Impact 5 UT to Bachelor Branch Temporary Perennial 4 24 0.002
Total Stream Impact (by length and acreage) 171 0.015
Impact 5 is a temporary impact due to utility line installation.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, Pand estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.154
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.17
Total Stream Impact (linear feet): 171
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: 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: In order to access the entire
site wetland and stream impacts could not be avoided. Impacts were minimized at stream
crossings through the use of steeper fill slopes, 3:1 rather than 2:1, and the crossings were made
at a nearly perpendicular angle. The road alignment in the northwest corner of the property was
dictated by the Town of Cary and therefore, the wetland impacts could not be avoided. In
addition, two access points are needed for safe egress and ingress and to allow emergency
vehicle access if one entrance is blocked.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150, linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htt-P:Hh2o.enr.state.nc.us/newetlands/strmP-ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. Because the stream impacts are less than 150 linear
feet we do not believe that mitigation should be required for impacts to the streams on-site.
The applicant proposes payment to the NC-EEP to satisfy mitigation requirements for
impacts to jurisdictional wetlands.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.25 - 0.5
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/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact I I Required
Zone* F o+? Multiplier 7, is«;, „+;__
I 1 I NA 13 (2 for Catawba) I NA
2 NA 1.5 NA
Total I NA I I NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed impervious surface for this project
is expected to be approximately 39% following build-out. Durintz construction the applicant will
utilize BMP devices to prevent sediment from entering jurisdictional stream channels or
wetlands. In order to protect downstream water quality, the applicant proposes, as per the Town
Page 7 of 8
of Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application? Yes ? No N
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No N
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
As stated by the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
October 3, 2002, version 1.6 prepared by the North Carolina Division of Water Quality, most
residential subdivisions are unlikely to require a cumulative impacts analysis. The Hi hg_croft
Village property does not meet any of the three criteria of private development projects that can
clearly result in cumulative impacts. The applicant will comply with the applicable local and
state regulations pertaining to water quality, therefore, we do not anticipate downstream
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
__<4
G/Z? /0
Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
1033
_ B*4 /,
opq
p \
JA,
1. -?'f.'.. .
-: ?f ? \?1f •C "tea. _ 1 ? ,.'!+'1 ? ?.s+
;% `,I W '? f „?I?V : • Vii; ?*/'_- ?'SS. ,?p,,?yb_ ? ? , ? ? E „?
rpen
I-If
I _ i• n
1. ?_1 •??'? ? ,? ? ?? , J _ ?.. ?
o35t X35 ? ?
%
?) ?, - _ fir, L., z ('?? 11? t y ?• ' g.
161)'. j:
?J _1 ?, ? •? ? 't 1620,
1.
I
cem ti
f ,? ? l ''? " ? l ,-/"? ,? I Ili ?. a ?- ?: a •?
/.• c OI ??\ 1
,, pp M
15
± `\ N ? r=
. •'? -tip - .•??' 344 r
? ?? ? .`61i? T;` 1,- ? ?1 t. ? ? ?? 1 ',•.I'. ?r? ? T+ls
N
WITHERS RAVENEL Hightcroft Village Site Boundary
ENGINEERS I PLANNERS 1 SURVEYORS W E
111 MacKenan Drive Cary, North Carolina 0 2,000 4,000 S
telephone: [phone] www.wfthersravenel.com FPPt
!ec 3 rvvrvro?n *? (Joins sheet 35) wsC V

rB2
s82 Cre2' C WsC2 wv !y ; N
CrC2
82 GrB2 I CrB2
- . WsC2 o
ope
WsE r 55 CrC2
r Y r h WsB2 E
crc2 ?
Ws C2 wse2
' w9e2 WsBE+
\ WsB2
rc? W
C2 `- t
i - _=-
crez s
, ws82
w.e2
WsC2 y' y
WsC wsE rE I
MtB2 ' i
C
ti
WY WsC2 n C 82 crez \ 0
WsE L W l : C C
SBZ 2
I
,Cr82 yy?
c rk ' CrC$,,..' f W?
I
Y-B2 y
WsB2 ' WsB2 C
WsC2
WaC2
2 a
Cr82
WY ?
0
WsE
I C ` CrC
Cr82
WsC2 2

WsE W rC
, CrC2 U!
a82 A Wse2 f n
CrE %,e n ?' m .CrC2 ? ,? 1N
WsRf r r '
t

Ws82
R ictcz
II
CrC CrE
.
?
`? ! Cr82
'__= •. Crc
w
.: ?
r wse2 ?e
, wse2 r 1 \
CrB2

WSC2 5Q , Ws 2
` a
o " __y `
°J S ? U
wig" ? y

17

c
E.

+" WsC2 c'I "CrC2
,
t c O
GO
?' Y i E
\ . 3!
WsC2 ' > p
o . .
yl,
$s n ?
YV 11 0 ..
? ?" GrQv
l m
?
s
?'' ,
`, ,
s ?
i W `,r ` (irB
3
'
y
? in
C?B2 .??laB2 ,tom#•?.,
?` I
? a.. Z' G? ?_
??
- ? ?,{ .

p \_ CY82 ?, ,, M C2

. iqr• ? r

3 ?2 At r s CrC .+ z' $
N Ws82 ?? ; F Y v

CrC
° a ±'
?
?
' Cre2
B
' ?
? ; ? - rC Gr6
?? ! 2
V W 1 r' Cr
Qry '
I - CI
N
- yam CrC Cr62 W .
C
S C
a
WsC2 ,. i,G? c
Gre AfA Af CrC2 G" 2
A
r ! . M
_
7..
3E
b?c r
/ ?£ 5'
E GrB
CrB2 ' o
.
Ct
?
?7t,,r
WsC7 ?U E ({ AfA AU
S 55

?

W{K
- ?
? .

-.
.I_nn ]i. O
4.'?I` .tY?M•- G\ '? e>! tea' ?\ij / . .
? ?,
(Joins sheet 55) CrC2'
WITHERS RAVENEL
F..NGINF. F.RS 1 PI.ANN F.RS I SUR VFYO RS
Site Access/Agent Authorization Form
Project Name:
Property Owner/Contract Purchaser: !? .#C-B FT LM1EST4>Q5, LLC
Address: o6T OFFIC.& &K 3691
(_JC?R1/ . jZTil L?kR,?L1N/1 2.7 /i
Phone: &/ei) 4(o 3 -CJ94y
Fax: [phone] -
Email: 6FU726'zL Cp? J4CwCoV-?, COrv-,
I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings and/or
correspondence (i.e. permit applications etc.) with the USACE and the NC - Division
of Water Quality, if necessary.
Property Owner: 6LEA-*J FUT2-51-1- Date: d "3d- 0-t?
(Print )Name)
(Signature)
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN-LIEU FEE REQUEST FORM
Revised 5/16/2006
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification pu rposes. All correspondence from
NCEEP will be to the Applicant, with a copy to the Applicant's Agent (if indicated).
CONTACT INFORMATION APPLICANT APPLICANT'S AGENT (optional)
1. Business or Individual Nam e Highcroft Investors LLC Withers and Ravenel

_..._-.__....__..__._.__.....___...-._......__...._.._..__...
_._..._...... _........
2. Street Address or P O Box
_.._.._...--_.----- _..___.__........._____......__.__...___.-_........._ PO BOX 3557 (
..._. 111 MacKenan Drive
3. City, State, Zip Cary, NC 27619 Cary, NC 27511
4. Contact Person
_ ....,-... .._..... ._......... __.... _....... --._._....... _._.._..__....... _-. Glenn Futrell
..-_._.. --- - - - - Todd Preuninger
...........
Telephone Number

_..
-.._...._.__._.__...... ......... ..... --_.... -_...... _...... _......... ; 463-9940 (

.........?----._---.--.-_ 469-3340
6. Fax Number 463-9983 238-2099
7. E-Mail. Address (optional) [e-mail] [e-mail]
...
PROJECT INFORMATION __.... .. .... ......... _
.......... .........__ ............. .._............ ........ _......... .......... __.................... _......... .......... _......... .........................._.............._ _
8. Project Name ............ _....... ......--....... ............ _........ ........... _..... ....._.._._............. ..... __............._._..... ............ .__-...... ...... _................... .__.................._.................._
Highcroft Village Subdivision
__......_..-_-...... _.-...__...... . _ _-.__.......-------..........----......... .......... ._............ _..... _._............... _

9. Project Location (nearest town, city)
__.........
....__.............._.._........ ......... _..... .........._ _....... ..... ......... _....................._...... ............ _............_......._.......... ........_.................... -......... ........... _...................
i
Cary, Wake County, NC
10 Lat Long Coordinates (optional) 35 8015978 °N 78 8750136 °W
_ l

i 11. Project County
.. .. _ . .. _
_
.
Wake

12 River Basin ................... _......... _ . ....._ ......

Cape Fear
_ _......._.. __..._..... _........... _
13. Cataloging Unit (8-digit) ............ _ ... . . -._..._ .......
03030002
...__
14. Riparian Wetland Impact (ac.) (e g 0 13) _ ...
0.15
_ _ . ....._ __ .. .......... __. -1.11 11 -1
15. Non-Riparian Wetland Impact (ac.) _ .......... ......... ..._ ... .. -........
0
.__-..._-..1 ......__......._....._..__...........-..._......_....._..._.........._.__._.................__......-.._......._................__................ .

16. Coastal Marsh Impact (ac.)
.._......
... ...... ........__........__..._....... ....... .. ........... _.._..........._....._.........._..--........ ......_.__..... ........ ..... _.... .-_......_._................. ...._........ ........ --.........
0
17. Stream Impacts (ft.) (e.g. 1,234) Warm Cool Cold
0 0 0
.. .......... ...._.._........ ........ _............. ..... __.....-.... .......... ........ __....... ........... _._........... _._._.__..... _....... _................+..
18. Buffer Impact-Zone 1 (sq. ft.) (e.g. 12,345) ..0....._._..,,......__.....,......... ?......,,...... _...L.,.._... _ ..,,,,,......... ?....,.......,. _..,.,,,,.,.,.... ... _ ....... __ .._ __...._ ....

._._.__.......... _ ................._........._... _ __...... .......... _........ ......_._..._...._...-......._.._._......... ...
19. Buffer Impact-Zone 2 (sq. ft.) ..... _-........ ._._..._.................. __.............__.._............_.-........ .._._.__......... -----............ -.... _......... -...... __.......... ......... ........... ........ ._.......... ...... _.._.........
0
... ........ ......... ._._.................. _ _.._............... _....... _.... ----....... -..._....... _.......... -....... ........... _....... .............. _........ .......... ._r..
IMPORTANT ' ............... __....... ...... ...___........ ...... __................... _----- ...... __.......... _....... _...... .............. -_................ __................. _......... .......... _...................... _...... ............
Signature of Applicant or Agent:
Check (?) below if this request is a:
i
Q revision to a current acceptance, or
Date:
/?p p (?
? re-submission of an expired acceptance
.._.... ....._.__..._...___.._........___..._...... _..._.__......._.._ ................ _._....__........ _..._._..... ..._._.._._._......_L.

_........_......__._......._.......
._ ._.._..._._.......... ...... _......... ..._....__.... -....._........_.......... _..... ........ _-_................ __...._..._......
Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed. For help in determining the Cataloging Unit, go to EPS's "Surf Your Watershed" web page:
http://cfpub.epa.gov/surf/locate/index.cfm Direct all questions to Chris Mankoff at 919-716-1921 or
[e-mail]
i /
/
IMPACT 1
/ 589 SF. 0.01 AC
147 LF CHANNEL
u I , .
CO
GRAPHIC SCALE
L 50 0 25 50 100
1 inch s 50 ft.
HIGHCROFT VILLAGE PROPOSED WETLAND WITHERB &- RAVENEL
IMPACT MAP NNO101112 1 ?LANNNNN 1 ¦URVIVeNO
CA2Y WAKE NnnhCarolina SHEET 2 OF 4
/' r I
0?4? r/r' ' r ./•?/ I
IMPA T 3
/rr,r - ,. /1,472,5F, 0.03 C GSA-
'- E-__-,I-
W /
---- 'r // // \\ \ m
'¢L 3J: 5 SF,- 0.,01 AC
Ily
+ I I /
rr
/' /' ' ?r / J/ // // /
r / \J /
/
------------
/ r
/
/r I r.-
r GRAPHIC SCALE
0
/ 50 0 25 50 100
I I
1 inch = 50 ft.
HIGHCROFT VILLAGE PROPOSED WETLAND WI HERB & RAVENEL
IMPACT MAP IN?INNIII I PLANNERS I SURVITORS
CARY WAKE N.ah Carolin.
SFILET 3 OF 4
D ?
3

a a a a a s a
a o o o ? b o o `r°
6 6 6 0 0 0 0

a (n N N N a N N a

O ccn n N N N 'm
co 0)
co co
W

3 p N M 1* U
C4 fn W) C-4 0
W W W O O
=
O
f/I N U N N
1
i OL : 4 ZL i C CL F YL :• ? SL 'r
olll ad L gilt ad 0
rams anaaa3a 3HI ?rrc 3r
F O \ \\ $
LlJ O0
N
u W
o
N
U O
W Wm
_ > P
d U
N
U o N $
r?
W
:a
z
J &
N
N a
? v
W =?
T
W
3=

LLJ
W

LLJ

W
/ ? ?/? o® ®o I O

NE
"gg
age / ?
3MI A NUDWd SI
H:)WW8 d0 3WrAILt03 ® 1
p
•?s
I . .
L i
I ?
o
O
O ?
Y '
Q ?
e-
T11142
® O /
/ ® O O C
(2
® u
® (
® o z
Q p o?
0 o V
© ? J
® _ U
s O W

® I
a `?o I
- - tZ9l 2!S OV021 -;OOH-OS 3dOH N33W
Q
I
"Lui
U I? Q z
S I ?1
I ?
I U¢I
z

ONJNQLWB MOSR' - m WOOS 90OZ '60 kw '/P-1 -6w'dYA @ML3M\SONYUM\1el+0\0e1-+o\+0\:)I
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
Storm Water Management
Support Data & Calculations
Highcroft Village Subdivision
Cary, Wake County, North Carolina
Project No.: 204191.0
Prepared by: Withers & Ravenel, Inc.
111 MacKenan Drive 0'."t%11114411
.• 0µ CAA
Cary, North Carolina 27511 eQll 000w-oft
0,. $FEssr,
Jason A. Bertoncino, PE d ?
July 27, 2006 %40- `? 25944/x"'
N%48,`'??•` 27106
iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenet.com
7040 Wrightsville Avenue i Suite 1oi 1 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: 91o.842.9392 1 fax: 91o.842.8o19
DWQ Project No
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATIO please complete the following inform ion):
Project Name : NG ' T
Contact Person: Phone Number: (9/1) 46q-3340
For projects with multiple basins, specify which basin this worksheet applies to: ,l1P $0 _.L
Permanent Pool Elevation 373 . ors ft. (elevation of the orifice invert out)
Temporary Pool Elevation 370.00 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 5, / 00 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 7.0? ac. (on-site and off-site drainage to the basin)
Impervious Area Z ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 850 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area %60 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area 4 L760 sq, ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area £330 sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume 14) 5 7o cu. ft. (volume detained on top of the permanent pool)
SAIDA used 160 (surface area to drainage area ratio)*
Diameter of Orifice in. (draw down orifice diameter)
II. 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
The temporary pool controls runoff from the 1 inch rain.
JkI5 The basin side slopes are no steeper than 3:1.
445 A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance,
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
DWQ Project No
DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION (please coTILL&?wE ete the following information):
Project Name : y«,1T J_
Contact Person: k Jhsc' BexTauc kp Phone Number: ((?14 ) 40- 334
For projects with multiple basins, specify which basin this worksheet applies to: 8M P 2-
Permanent Pool Elevation 34Z• 00 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 339.0 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
13, 70C> sq. ft.
/2• Z8 ac.
(. GZ. ac.
2000
0
62 sq, ft.
s
ft
-
4, d 20 q.
.
sq, ft.
/. 96d sq. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
Temporary Pool Volume
SAIDA used
Diameter of Orifice
II. REQUIRED ITEMS CHECKLIST
Z cu. ft. (volume detained on top of the permanent pool)
z• Z i (surface area to drainage area ratio)*
Z. 5 in. (draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
i Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm,doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
DWQ Project No..
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION lease complete tl}e following information):
Project Name : l rcL E -?4ASE I
Contact Person; B ay ?c Phone Number: Iqt9 - 33
For projects with multiple basins, specify which basin this worksheet applies to: $Pt f - 3
Permanent Pool Elevation 3-43-06 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 339.50 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
Temporary Pool Volume
SA/DA used
Diameter of Orifice
If. REQUIRED ITEMS CHECKLIST
3,300 sq.
• g? ac.
ac.
5 00 sq.
11155 sq.
/, /55 sq.
490 sq.
ft. (water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
ft. (at permanent pool elevation approximately 15%)*
ft. (at permanent pool elevation approximately 35%a)*
ft. (at permanent pool elevation approximately 35%)*
ft. (at permanent pool elevation approximately 15%)*
6361 cu. ft.
/. Z5 in.
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)*
(draw down orifice diameter)
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 lican s Initials
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
E-A sediment disposal area is provided.
Access is provided for maintenance,
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state. nc.us/ncwetiands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
WITHERS &RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Project Project No.
Subject _
Date By Sheet No.
07 iZ'?3?',
?rl:' t. '? I'((.`t /?..,.'(:,;t. :. U, ' .; rpv ?vrzc ?' C', ^'_ LOTS - ' ''?•a.,
gds c >,?< ,',

?l ? ?J/L,:;r r '?C??un-•c.. - C:.?.?`,:??'r_C?C?',7 X -'???,? /.?1 t.:??? ?„?1?4:? G?
I? o
CGS.'. ,4 ><' C ?,
\> ca ?,
14 X70 v, i?r
G r' I I c_? FUP 77
+ ??y ?2Awwn?
s
27. ?1, fl? v st v. CS=C' ?.
o o y 6 -P4 2? e /. 3?) it,-) z

d = 9/? = A `2

Lxv v 1 b l- 1 1 to 9
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Withers and Ravenel - Attn: Todd Preuninger
Applicant Address: 111 MacKenan Drive
Cary. NC 27511
Applicant's phone number: 919-469-3340
Fax number: 919-238-2099
Applicant's email address: tpreuningerawithersravenel.com
Consultant Name (if applicable):
NA
Consultant address (if applicable): NA
Consultant's phone number: NA
Fax number: NA
Consultant's email address: NA
Type of action requested under the Express Review Program (check all that apply):
N 401 Water Quality Certification ? Stream Origin Determination
? Isolated Wetland Permit # of Determinations Requested
? Riparian Buffer Approval ? Intermittent/Perennial Determination
? Stormwater Management Plan # of Determinations Requested
? Mitigation Plan
Stream Wetland ? Buffers (check all appropriate)
Name of Project: Highcroft Village Subdivision County: Wake
Total project acreage: 36.47 (acres) Total built out impervious area: 14.22 (acres)
Nearest named stream (from USGS topo map): Bachelor Branch
Please provide a brief description of this project (attach site plan if available):
Land use in the general vicinity is primarily residential: the site is currently wooded and will more than likely
support single family homes.

Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
From the intersection of US 64 and Hwy 55, go north on Hwy 55 for 3.8 miles and turn left on Green Hope
School Rd (SR 1621). Go approximately 1000 feet and site will be on your left.
Proposed impacts:
Acres of 404 wetlands: 0.154
Acres of isolated wetlands: NA
Linear feet of streams: 171
Linear feet of isolated streams: NA
Square feet of protected stream buffers: NA
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. DWQ Express Training Class
Has any DWQ staff visited the site? NO , if yes, please provide DWQ staff name, and
date of visit:
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
NWP 12,18 & 39: USACE
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (Go 401 expressOncmail.net) faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review,
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
1 .0
.
zv-'
.<k? 0p* ?? :/3 (1611, + ]i
com,
_ r U i ?1
1.4
°Cnrpenter? t i\ ?• r9
•
_ l
i+I` mD
\?.l - •I .?1 I ?. I I ?!
C_'?'• ? ?? it --•: .1• `? " \? ?? i to
Cam -- ?•, ?' t • .? ? .- ,-;'1,,?? ..?•
? j _.gT,k.lLCtr . \ ' \..? .? , •, ?.I \?' ? ?. C ,',
is
Jot,-
-upchu
J ? ? ?J -;n?? 4jr1 .., ?• / 1 'ju ?!./` 7"' ??t. ? '`\ 11 ', ?? Imo., •"?,:...1
I
WC'N,'- RAV E N E L Hightcroft Village Site Boundary n
E N G I N E E R S 1 P L A N N E R S I S U R V E Y O R S W E
111 MacKenan Drive Cary, North Carolina 0 2,000 4,000 1V?
telephone: [phone] www.wlthereravenel.com Feet .S
OF VgATFg Michael F. Easley, Governor
?
G
William G. Ross Jr., Secretary
09
North Carolina Department of Environment and Natural Resources

C Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #
Fax #:
919-733-0203
919-733-6893
Fax To: Todd Preuninger
Subject: Highcroft Village S/D
Number of pages including cover sheet: 2
Notes or special instructions:
Fax #: [phone]
Date: June 12, 2006
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele (a), 715.3473.
N Caro ina
atura !b
401 Oversight/Express Review Permitting Unit
650 Mail Service Center, Raleigh, North Carolina 27699-1650
321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
hone [phone] / Fax [phone]
ternet: him;-h2u_cnr_state.nc.us,''ncvveila_nds
Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Ap? W AT ?RpG
-i
o ?
June 13, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Withers and Ravenel, Inc.
Attn: Mr. Todd Preuninger
111 MacKenan Drive
Cary, NC 27511
Dear Mr. Preuninger:
Project Name: Highcroft Village Subdivision
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
Wake County
On June 12, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a request
from you regarding a project known as " Highcroft Village Subdivision" for acceptance into the Express Review
Program. This letter advises you that your project will be accepted into the Express Review Program once the
following items are received:
1) The application fee of $2,000.00 [for 401 Water Quality Certification], made payable to the North Carolina
Division of Water Quality];
2) Five (5) complete and collated copies of the PCN Application;
3) One (1) copy of the Addendum;
4) Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http://h2o.enr.state.nc.us/ncwetlands/appadd5.pd ;
Thank you for your attention to this matter.
Please note that we cannot accept your application package until June 19, 2006 due to a lack of staff
availability. The clock for this project will not start until receipt of the completed application package and
required fee are received. If the impacts are greater than indicated on the Initial Interest Form and/or the services
are different, you may be required to remit an additional fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Amy Chapman at
919-733-9502 or Cynthia Van Der Wiele at 919-715-3473.
Sincerely, ?p
yndi Karoly, Manager
401/Express Review Oversite Unit
CBK/cvdw
cc: File copy
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http_i h2?)_cnr.statc.nc as/ncwctlands
one
N Caro na
Natural
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
WITHERS &- RAVENEL
engineers i planners i surveyors
vii MacKenan Drive
CARY, NORTH CAROLINA, 27512
[phone]
FAX [phone]
To: DWQ
401 Express Permit Request
2321 Crabtree Blvd
Raleigh NC 27604
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
LETTER OF TRANSMUTAL
DATE 8/9/06 76'N0. 2040-191.0
ATTENTION Lia M ott
PHONE# gig-733-,1786
RE: Hi hcroft Village Subdivision

&

® Attached ? Under separate cover via
? Prints ? Plans ? Samples
? Change order ? Diskette
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
8/9/06 1 Permit Application
1 8/9/o6 2 Check ($2,000)

THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted ? Resubmit copies for approval
® Foryour use ? Approved as noted ? Submit copies for distribution
® As requested ? Returned forcorrectlons ? Return corrected prints
® For review and comment ? For Distribution
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please feel free to call with any questions

WETLANDS AND STOWWATER BRANCH
COPYTO: WR File SIGNED: Todd Preuninger
if enclosures are not as noted, kindly notify us at once.
O?O? W AT ?RQG
Q `'aw ,C
June 13, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Withers and Ravenel, Inc.
Attn: Mr. Todd Preuninger
111 MacKenan Drive
Cary, NC 27511
Dear Mr. Preuninger:
Project Naine: Higheroft Village Subdivision
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
Wake County

On June 12, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a request
from you regarding a project known as " Highcroft Village Subdivision" for acceptance into the Express Review
Program. This letter advises you that your project will be accepted into the Express Review Program once the
following items are received:
1) The application fee of $2,000.00 [for 401 Water Quality Certification], made payable to the North Carolina
Division of Water Quality];
2) Five (5) complete and collated copies of the PCN Application;
3) One (1) copy of the Addendum;
4) Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
htti):Hh2o.enr.state.nc.us/ncwetlaiids/api)add5.pol);
Thank you for your attention to this matter.
Please note that we cannot accept your application package until June 19, 2006 due to a lack of staff
availability. The clock for this project will not start until receipt of the completed application package and
required fee are received. If the impacts are greater than indicated on the Initial Interest Form and/or the services
are different, you may be required to remit an additional fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Amy Chapman at
919-733-9502 or Cynthia Van Der Wiele at 919-715-3473.
Sincerely, Oa*L(aA
C?l yndi Karoly, Manager
401/Express Revi 0 ersite Unit
cBlvcvaW (71?
cc: File copy
0 1006
Mos?r?U?irY
-'" ?or,(ethCarolina
N
401 Oversight I Express Review Permitting Unit ,/VQflttYlAY
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: IlttP;,'!li2ti_enrstatc.nc tis!iicwctlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
OPERATIONS & MAINTENANCE MANUAL
Project: HIGHCROFT VILLAGE - PHASE 1
BEST MANAGEMENT PRACTICES 1, 2 & 3
Owners:
Address:
Phone Number:
Prepared by:
Date:
Project:
Constructed:
Location:
Receiving Water Course
Highcroft Investors, LLC c/o Colen E. Davidson, Jr.
140 Towerview Court, Cary, North Carolina 27511
919.463.9940
Withers & Ravenel, Inc
August 2, 2006
HIGHCROFT VILLAGE - PHASE 1
August 2006
Green Hope School Road, Cary NC
Tributary of Batchelor Branch (Cape Fear River Basin)
This manual establishes procedures for maintenance and operation of the Highcroft Village -
Phase 1 Best Management Practices (BMP) 1, 2 & 3 in accordance with NCDENR rules and
regulations.
SECTION 1 - MAINTENANCE OF BEST MANAGEMENT PRACTICES
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash racks
b. Check and clear orifice and riser of any obstructions. The detention device should be
kept clear of debris such as loose bottles, cans, food containers and other forms of
rubbish. Any rodents that have fallen into the device should be removed so that they do
not present a source of blockage for the discharge pipe.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall. Rills
and gullies should be filled with suitable soil compacted and then seeded. Where
eroded areas are detected, the cause of the erosion should be addressed to prevent a
continued maintenance problem.
Quarterly
a. Inspect the collection systems (i.e., catch basin, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates, and basin bottoms, and check
piping for obstructions.
b. Check pond inlet pipes for obstructions.
c. Repair any broken pipes.
d. Replace riprap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If the elevations of the marsh areas exceed the
permanent pool elevation, the sediment should be removed to design levels. This shall
be performed by excavating the marsh areas six inches below design elevations.
Afterwards clean topsoil shall be placed to bring marsh areas back to design elevations
and the required plant material reestablished. (see elevation tables below)
c. The riser structure should be visually inspected semi-annually for any seepage through
mortar joints or cracks in the walls of the structures. The orifice outlets should be
cleared of any debris that may build up and the extension should be checked for
damage. The drain valve assembly should be operated to ensure that all internal parts
remain lubricated and in good working order.
d. Conduits should be visually inspected at the joints. Pipes should be inspected for
proper alignment (sagging), elongation and displacement at joints, cracks, leaks,
surface wear, loss of protective coating, corrosion and blocking. A depression in the
soil surface over the pipe may be signs that soil is being removed from around the pipe.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
c. All components of impoundment system to be kept in good working order.
d. In case the ownership of the impoundments transfers, the current owner shall, within
thirty (30) days of transfer of ownership, notify NCDENR-DWQ of such ownership
transfer.
BMP #1
V Permanent Pool Elevation 373.00
Marsh Elevation 372.50 avg.
----
------
Low Marsh Elevation 372.00 avg.
1\7
FOREBAY MAIN POND
BMP #2
-, p Permanent Pool Elevation 342.00
High Marsh Elevation 341.50 avg,
--------------------------------------------------
Low Marsh Elevation 341.00 avg. +
FOREBAY MAIN POND
BMP #3
-\ p Permanent Pool Elevation 343.00
High Marsh Elevation 342.50 avg.
FOREBAY
--------------------------------------------------
Low Marsh Elevation 342.00 avg. +
MAIN POND
SECTION 2 - RECORD KEEPING
Operation of the storm water detention device should include recording of the following:
Semi-Annual Inspection Reports - A collection of written inspection reports should be kept on
record in Section 3 of this manual. Inspection should be conducted semi-annually.
Observations - All observations should be recorded. Where periodic inspections are
performed following significant rainfall, these inspections should be logged into the Periodic
Inspection, Operations and Maintenance Form in Section 3 of this manual.
Other Operational Procedures - The owner should maintain a complete and up-to-date set of plans
(as-built drawings) and all changes made to the detention device over time should be recorded on
the as-builts.
Sedimentation and Dredging - Sedimentation from on-site and off-site soils will eventually result in
a decrease of the storage capacity for these ponds and will have to be removed. The frequency of
this sediment removal can be reduced by ensuring that the site areas be stabilized with a
vegetative ground cover such that it restrains erosion. This would include a periodic application of
fertilizer and/or other treatment necessary to promote a stable ground cover and minimize
sedimentation to the device. The removed material should be hauled offsite to a suitable landfill
site or mounded somewhere on site and stabilized with a ground cover sufficient to restrain
erosion.
I, COIzPA f? DaVIVSV ' JJ', Member , hereby acknowledge that I am the financially responsible
party for Maintenance of these Best Management Practices. I will perform the maintenance as outlined
above, as part of the 401 Water Quality Certification and the stormwater regulations for this project.
Signature:
Date: ;?A
I, D-CLj o y-a-h O Q,W V1't \ , a Notary Public for the State of Nc,,-_ , County of CL L(,
do hereby certify that Co I e yy E Ravi d t w J r personally appeared before me this 3 day of
20 o ?, and acknowledge due execution of the foregoing instrument. Witness my
hand and official seal.
Seal My commission expires: Z' S 2-0 (1
DEBORAH NEWMAN
NOTARY PUBLIC
WAKE COUNTY, N.C.
??-r• My Commission Expires 12-15-2008
b?r.+1 ? iLC I
I?r i r`. I-;e_J Name: De_16o ra-k
Newvkah
Section 3 - Inspection Checklist and Periodic Maintenance Reports
WETLAND INSPECTION CHECKLIST - Highcroft Village Phase 1, Cary, NC
BMP # Date: Time:
SPILLWAYS - DRAINS - OUTLETS
Check/Circle
Condition Noted Observations Action -
Repair Action -
Monitor Action --
Investi ative
Principal Spillway Type:
Trashracks/Debris
Cracks/Deterioration
Joint Deterioration
Improper Alignment
Seepage/Piping
Undercutting
Erosion
Debris
Drain/Other Outlets Type:
Gates/Valves
Operability
EMBANKMENT -- POOL
Check/Circle Condition
Noted Observations Action -
Repair Action -
Monitor Action --
Investigative
U/S Slope Type:
Ve etation/Ri ra
Beach in /slides/cracks
Undermining/erosion
Rodent burrows
Crest Type:
Ruts/erosion
Cracks/settlement
Poor alignment
D/S Slope Type:
Vegetation/erosion
Rodent burrows
Sloughs/slides/cracks
Seepage/wetness
Pool Type:
Erosion/ round cover
Sedimentation
Water quality
Wetland Vegetation
Abutment Type:
Vegetation/erosion
Slough/slides/cracks
Seepage/wetness
General Comments, Sketches & Field Measurements
PERODIC INSPECTION, OPERATION & MAINTENANCE RECORDS
Highcroft Village- Phase 1 BMP # , Cary, NC
Date Time Rain " Pool Level Weather General Observations Recorded
Conditions or Comments B
Date Maintenance Performed Comments Recorded
B
Date Equipment Operated Comments Recorded
B
OPERATIONS & MAINTENANCE MANUAL
Project
HIGHCROFT VILLAGE - PHASE 1
BEST MANAGEMENT PRACTICES 1 2 & 3
Owners:
Address:
Phone Number:
Prepared by:
Date:
Project:
Constructed:
Location:
Receiving Water Course
Highcroft Investors, LLC c/o Colen E. Davidson, Jr.
140 Towerview Court, Cary, North Carolina 27511
919.463.9940
Withers & Ravenel, Inc
August 2, 2006
HIGHCROFT VILLAGE - PHASE 1
August 2006
Green Hope School Road, Cary NC
Tributary of Batchelor Branch (Cape Fear River Basin)
This manual establishes procedures for maintenance and operation of the Highcroft Village -
Phase 1 Best Management Practices (BMP) 1, 2 & 3 in accordance with NCDENR rules and
regulations.
SECTION 1 - MAINTENANCE OF BEST MANAGEMENT PRACTICES
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash racks
b. Check and clear orifice and riser of any obstructions. The detention device should be
kept clear of debris such as loose bottles, cans, food containers and other forms of
rubbish. Any rodents that have fallen into the device should be removed so that they do
not present a source of blockage for the discharge pipe.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall. Rills
and gullies should be filled with suitable soil compacted and then seeded. Where
eroded areas are detected, the cause of the erosion should be addressed to prevent a
continued maintenance problem.
II. Quarterly
a. Inspect the collection systems (i.e., catch basin, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates, and basin bottoms, and check
piping for obstructions.
b. Check pond inlet pipes for obstructions.
c. Repair any broken pipes.
d. Replace riprap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If the elevations of the marsh areas exceed the
permanent pool elevation, the sediment should be removed to design levels. This shall
be performed by excavating the marsh areas six inches below design elevations.
Afterwards clean topsoil shall be placed to bring marsh areas back to design elevations
and the required plant material reestablished. (see elevation tables below)
c. The riser structure should be visually inspected semi-annually for any seepage through
mortar joints or cracks in the walls of the structures. The orifice outlets should be
cleared of any debris that may build up and the extension should be checked for
damage. The drain valve assembly should be operated to ensure that all internal parts
remain lubricated and in good working order.
d. Conduits should be visually inspected at the joints. Pipes should be inspected for
proper alignment (sagging), elongation and displacement at joints, cracks, leaks,
surface wear, loss of protective coating, corrosion and blocking. A depression in the
soil surface over the pipe may be signs that soil is being removed from around the pipe.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
c. All components of impoundment system to be kept in good working order.
d. In case the ownership of the impoundments transfers, the current owner shall, within
thirty (30) days of transfer of ownership, notify NCDENR-DWQ of such ownership
transfer.
BMP #1
Permanent Pool Elevation 373.00
High Marsh Elevation 372.50 avg.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ - - - - - -
Low Marsh Elevation 372.00 avg. ?
FOREBAY MAIN POND
BMP #2
p Permanent Pool Elevation 342.00
J
High Marsh Elevation 341.50 avq, ,
------------------------------------------- ------
Low Marsh Elevation 341.00 avg. + i
FOREBAY MAIN POND
BMP #3
p Permanent Pool Elevation 343.00
High Marsh Elevation 342.50 avg.
------------------
------
-------------------------------------------- IA L
Low Marsh Elevation 342.00 avg.
FOREBAY MAIN POND
SECTION 2 - RECORD KEEPING
Operation of the storm water detention device should include recording of the following:
Semi-Annual Inspection Reports - A collection of written inspection reports should be kept on
record in Section 3 of this manual. Inspection should be conducted semi-annually.
Observations - All observations should be recorded. Where periodic inspections are
performed following significant rainfall, these inspections should be logged into the Periodic
Inspection, Operations and Maintenance Form in Section 3 of this manual.
Other Operational Procedures - The owner should maintain a complete and up-to-date set of plans
(as-built drawings) and all changes made to the detention device over time should be recorded on
the as-builts.
Sedimentation and Dredging - Sedimentation from on-site and off-site soils will eventually result in
a decrease of the storage capacity for these ponds and will have to be removed. The frequency of
this sediment removal can be reduced by ensuring that the site areas be stabilized with a
vegetative ground cover such that it restrains erosion. This would include a periodic application of
fertilizer and/or other treatment necessary to promote a stable ground cover and minimize
sedimentation to the device. The removed material should be hauled offsite to a suitable landfill
site or mounded somewhere on site and stabilized with a ground cover sufficient to restrain
erosion.
I, (o 1cy E Dt wl CkSVYL J? , Member , hereby acknowledge that I am the financially responsible
party for Maintenance of these Best Management Practices. I will perform the maintenance as outlined
above, as part of the 401 Water Quality Certification and the stormwater regulations for this project.
Signature:
J? Date: $ 3 0
I, 2l-)o V a-11 t vVW CU., , a Notary Public for the State of G , County of VWa riC?e_
do hereby certify that aVf d i VVtJ? personally appeared before me this _ 3 day of
?s - , 20 y ? and acknowledge due execution of the foregoing instrument. Witness my
hand and official seal.
Seal My commission expires: I I-( 1 Zvog
I~?O V
DEBORAH NEWMAN
NOTARY PUBLIC N ??
WAKE COUNTY, N.C.
My Commission Expires 12-15-2008
I?W??
-De.6o r-" Ne w ?ww
Section 3 - Inspection Checklist and Periodic Maintenance Reports
WETLAND INSPECTION CHECKLIST - Highcroft Village Phase 1, Cary, NC
BMP # Date: Time:
SPILLWAYS - DRAINS - OUTLETS
Check/Circle
Condition Noted Observations Action -
Repair Action -
Monitor Action --
Investigative
Principal Spillway Type:
Trashracks/Debris
Cracks/Deterioration
Joint Deterioration
Improper Alignment
Seepage/Piping
Undercutting
Erosion
Debris
Drain/Other Outlets Type:
Gates/Valves
Operability
EMBANKMENT -- POOL
Check/Circle Condition
Noted Observations Action
Repair Action -
Monitor Action --
Investigative
U/S Slope Type:
Ve etation/Ri ra
Beach in /slides/cracks
Underminin /erosion _
Rodent burrows
Crest Type:
Ruts/erosion

Cracks/settlement _
Poor alignment
D/S Slope Type:
Vegetation/erosion
Rodent burrows
Sloughs/slides/cracks
Seepage/wetness
Pool Type:
Erosion/ round cover
Sedimentation
Water quality
Wetland Vegetation
Abutment Type:
Vegetation/erosion
Slough/slides/cracks
See age/wetness
General Comments, Sketches & Field Measurements
PERODIC INSPECTION, OPERATION & MAINTENANCE RECORDS
Highcroft Village- Phase 1 BMP # , Cary, NC
Date Time Rain " Pool Level Weather General Observations Recorded
Conditions or Comments B
Date Maintenance Performed Comments Recorded
B
Date Equipment Operated Comments Recorded
B

OPERATIONS & MAINTENANCE MANUAL
Project
BEST MANAGEMENT PRACTICES 1, 2 & 3
Owners:
Address:
Phone Number:
Prepared by:
Date:
Project:
Constructed:
Location:
Receiving Water Course
HIGHCROFT VILLAGE - PHASE 1
Highcroft Investors, LLC c/o Colen E. Davidson, Jr.
140 Towerview Court, Cary, North Carolina 27511
919.463.9940
Withers & Ravenel, Inc
August 2, 2006
HIGHCROFT VILLAGE - PHASE 1
August 2006
Green Hope School Road, Cary NC
Tributary of Batchelor Branch (Cape Fear River Basin)
This manual establishes procedures for maintenance and operation of the Highcroft Village -
Phase 1 Best Management Practices (BMP) 1, 2 & 3 in accordance with NCDENR rules and
regulations.
SECTION 1 - MAINTENANCE OF BEST MANAGEMENT PRACTICES
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash racks
b. Check and clear orifice and riser of any obstructions. The detention device should be
kept clear of debris such as loose bottles, cans, food containers and other forms of
rubbish. Any rodents that have fallen into the device should be removed so that they do
not present a source of blockage for the discharge pipe.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall. Rills
and gullies should be filled with suitable soil compacted and then seeded. Where
eroded areas are detected, the cause of the erosion should be addressed to prevent a
continued maintenance problem.
II. Quarterly
a. Inspect the collection systems (i.e., catch basin, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates, and basin bottoms, and check
piping for obstructions.
b. Check pond inlet pipes for obstructions.
c. Repair any broken pipes,
d. Replace riprap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If the elevations of the marsh areas exceed the
permanent pool elevation, the sediment should be removed to design levels. This shall
be performed by excavating the marsh areas six inches below design elevations.
Afterwards clean topsoil shall be placed to bring marsh areas back to design elevations
and the required plant material reestablished. (see elevation tables below)
c. The riser structure should be visually inspected semi-annually for any seepage through
mortar joints or cracks in the walls of the structures. The orifice outlets should be
cleared of any debris that may build up and the extension should be checked for
damage. The drain valve assembly should be operated to ensure that all internal parts
remain lubricated and in good working order.
d. Conduits should be visually inspected at the joints. Pipes should be inspected for
proper alignment (sagging), elongation and displacement at joints, cracks, leaks,
surface wear, loss of protective coating, corrosion and blocking. A depression in the
soil surface over the pipe may be signs that soil is being removed from around the pipe.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
c. All components of impoundment system to be kept in good working order.
d. In case the ownership of the impoundments transfers, the current owner shall, within
thirty (30) days of transfer of ownership, notify NCDENR-DWQ of such ownership
transfer.
BMP #1
p Permanent Pool Elevation 373.00
High Marsh Elevation 372.50 avg.
-------------
--------------------------------------------------
Low Marsh Elevation 372.00 avg.
FOREBAY MAIN POND
BMP #2
Permanent Pool Elevation 342.00
FOREBAY
BMP #3
High Marsh Elevation 341.50 avg,
--------------------------------------------------
Low Marsh Elevation 341.00 avg. +
MAIN POND
p Permanent Pool Elevation 343.00
High Marsh Elevation 342.50 avg.
-------------------------------------------- ------
Low Marsh Elevation 342.00 avg.
FOREBAY MAIN POND
SECTION 2 - RECORD KEEPING
Operation of the storm water detention device should include recording of the following:
Semi-Annual Inspection Reports - A collection of written inspection reports should be kept on
record in Section 3 of this manual. Inspection should be conducted semi-annually.
Observations - All observations should be recorded. Where periodic inspections are
performed following significant rainfall, these inspections should be logged into the Periodic
Inspection, Operations and Maintenance Form in Section 3 of this manual.
Other Operational Procedures - The owner should maintain a complete and up-to-date set of plans
(as-built drawings) and all changes made to the detention device over time should be recorded on
the as-builts.
Sedimentation and Dredging - Sedimentation from on-site and off-site soils will eventually result in
a decrease of the storage capacity for these ponds and will have to be removed. The frequency of
this sediment removal can be reduced by ensuring that the site areas be stabilized with a
vegetative ground cover such that it restrains erosion. This would include a periodic application of
fertilizer and/or other treatment necessary to promote a stable ground cover and minimize
sedimentation to the device. The removed material should be hauled offsite to a suitable landfill
site or mounded somewhere on site and stabilized with a ground cover sufficient to restrain
erosion.
1, Co1Cv%_ E F_)Gwi CkSyPAY , Member , hereby acknowledge that I am the financially responsible
party for Maintenance of these Best Management Practices. I will perform the maintenance as outlined
above, as part of the 401 Water Quality Certification and the stormwater regulations for this project.
Signature:
Date: $ 3 LOA
1, ei1)0 V a t v?W W , a Notary Public for the State of N C- , County of Wa tc-e
do hereby certify that I A v d i vK J? personally appeared before me this 3 day of
?,L% i- , 20 U So and acknowledge due execution of the foregoing instrument. Witness my
hand and official seal.
Seal
??'"?'"" °+? DEBORAH NEWMAN
NOTARY PUBLIC

M WAKE COUNTY, N.C.
y Commission Expires 12-15-2008
My commission expires
12. -(1 - Zc)ort

P(i "? ,nj N am e Dc'100,- In Newm'W

Section 3 - Inspection Checklist and Periodic Maintenance Reports
WETLAND INSPECTION CHECKLIST - Highcroft Village Phase 1, Cary, NC
BMP # Date: Time:
SPILLWAYS - DRAINS - OUTLETS
Check/Circle
Condition Noted Observations Action -
Repair Action -
Monitor Action --
Investi ative
Principal S illwa Type:
Trashracks/Debris
Cracks/Deterioration
Joint Deterioration
Improper Alignment
Seepage/Piping
Undercutting
Erosion
Debris
Drain/Other Outlets Type:
Gates/Valves
Operability
EMBANKMENT -- POOL
Check/Circle Condition

Noted Observations Action -

Repair Action -

Monitor
ction --
[Investigative
U/S Slope Type:
Ve etation/Ri ra
Beach in /slides/cracks
Undermining/erosion
Rodent burrows
Crest Type:
Ruts/erosion
Cracks/settlement
Poor alignment
D/S Slope Type:
Vegetation/erosion
Rodent burrows
Sloughs/slides/cracks
Seepage/wetness
Pool Type:
Erosion/ round cover
Sedimentation
Water quality
Wetland Vegetation
Abutment Type:
Ve etation/erosion
Slough/slid s/cracks
See age/wetness
General Comments, Sketches & Field Measurements
PERODIC INSPECTION, OPERATION & MAINTENANCE RECORDS
Highcroft Village- Phase 1 BMP # , Cary, NC
Date Time Rain " Pool Level Weather General Observations Recorded
Conditions or Comments B
Date Maintenance Performed Comments Recorded
B
Date Equipment Operated Comments Recorded
B
OPERATIONS & MAINTENANCE MANUAL
Project: HIGHCROFT VILLAGE - PHASE 1
BEST MANAGEMENT PRACTICES 1, 2 & 3
Owners: Highcroft Investors, LLC c/o Colen E. Davidson, Jr.
Address: 140 Towerview Court, Cary, North Carolina 27511
Phone Number: 919.463.9940
Prepared by: Withers & Ravenel, Inc
Date: August 2, 2006
Project: HIGHCROFT VILLAGE - PHASE 1
Constructed: August 2006
Location: Green Hope School Road, Cary NC
Receiving Water Course: Tributary of Batchelor Branch (Cape Fear River Basin)
This manual establishes procedures for maintenance and operation of the Highcroft Village -
Phase 1 Best Management Practices (BMP) 1, 2 & 3 in accordance with NCDENR rules and
regulations.
SECTION 1 - MAINTENANCE OF BEST MANAGEMENT PRACTICES
Monthly or after every runoff producing rainfall, whichever comes first:
a. Remove debris from trash racks
b. Check and clear orifice and riser of any obstructions. The detention device should be
kept clear of debris such as loose bottles, cans, food containers and other forms of
rubbish. Any rodents that have fallen into the device should be removed so that they do
not present a source of blockage for the discharge pipe.
c. Check pond side slopes; remove trash, repair eroded areas before next rainfall. Rills
and gullies should be filled with suitable soil compacted and then seeded. Where
eroded areas are detected, the cause of the erosion should be addressed to prevent a
continued maintenance problem.
Quarterly
a. Inspect the collection systems (i.e., catch basin, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates, and basin bottoms, and check
piping for obstructions.
b. Check pond inlet pipes for obstructions.
c. Repair any broken pipes.
d. Replace riprap that is choked with sediment.
III. Semi-Annually
a. Remove accumulated sediment from bottom of outlet structure.
b. Check pond depth at various locations. If the elevations of the marsh areas exceed the
permanent pool elevation, the sediment should be removed to design levels. This shall
be performed by excavating the marsh areas six inches below design elevations.
Afterwards clean topsoil shall be placed to bring marsh areas back to design elevations
and the required plant material reestablished. (see elevation tables below)
c. The riser structure should be visually inspected semi-annually for any seepage through
mortar joints or cracks in the walls of the structures. The orifice outlets should be
cleared of any debris that may build up and the extension should be checked for
damage. The drain valve assembly should be operated to ensure that all internal parts
remain lubricated and in good working order.
d. Conduits should be visually inspected at the joints. Pipes should be inspected for
proper alignment (sagging), elongation and displacement at joints, cracks, leaks,
surface wear, loss of protective coating, corrosion and blocking. A depression in the
soil surface over the pipe may be signs that soil is being removed from around the pipe.
IV. General
a. Mow side slopes according to the season. Maximum grass height to be six (6) inches.
b. Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
c. All components of impoundment system to be kept in good working order.
d. In case the ownership of the impoundments transfers, the current owner shall, within
thirty (30) days of transfer of ownership, notify NCDENR-DWQ of such ownership
transfer.
BMP #1
p Permanent Pool Elevation 373.00
High Marsh Elevation 372.50 avg.
-------------------------------------------- ------
Low Marsh Elevation 372.00 avg.
FOREBAY MAIN POND
BMP #2
p Permanent Pool Elevation 342.00
High Marsh Elevation 341.50 avg,
-------------------------------------------- ------
Low Marsh Elevation 341.00 avg.
FOREBAY MAIN POND
BMP #3
p Permanent Pool Elevation 343.00
High Marsh Elevation 342.50 avg.
-------------------------------------------- ------
Low Marsh Elevation 342.00 avg.
FOREBAY MAIN POND
SECTION 2 - RECORD KEEPING
Operation of the storm water detention device should include recording of the following:
Semi-Annual Inspection Reports - A collection of written inspection reports should be kept on
record in Section 3 of this manual. Inspection should be conducted semi-annually.
Observations - All observations should be recorded. Where periodic inspections are
performed following significant rainfall, these inspections should be logged into the Periodic
Inspection, Operations and Maintenance Form in Section 3 of this manual.
Other Operational Procedures - The owner should maintain a complete and up-to-date set of plans
(as-built drawings) and all changes made to the detention device over time should be recorded on
the as-builts.
Sedimentation and Dredging - Sedimentation from on-site and off-site soils will eventually result in
a decrease of the storage capacity for these ponds and will have to be removed. The frequency of
this sediment removal can be reduced by ensuring that the site areas be stabilized with a
vegetative ground cover such that it restrains erosion. This would include a periodic application of
fertilizer and/or other treatment necessary to promote a stable ground cover and minimize
sedimentation to the device. The removed material should be hauled offsite to a suitable landfill
site or mounded somewhere on site and stabilized with a ground cover sufficient to restrain
erosion.
I, Calcvt E (Jrw?`?litN? ?? , Member , hereby acknowledge that I am the financially responsible
party for Maintenance of these Best Management Practices. I will perform the maintenance as outlined
above, as part of the 401 Water Quality Certification and the stormwater regulations for this project.
Signature:
Date: $ 3 0
I, &-)o V a- l t vlw W , , a Notary Public for the State of N G , County of V a (,C?e_
do hereby certify that i a.?idS (,1ty personally appeared before me this 3_ day of
20 y So and acknowledge due execution of the foregoing instrument. Witness my
hand and official seal.
Seal My commission expires: I L -(? ZvUg _?rva?
DEBORAH NEWMAN
NOTARY PUBLIC A `ctp"e : Vi1iff_?6o rOJA
WAKE COUNTY, N.C. ?? ?( Iv
?"•" My Commission Expires 12-15-2008
NewA&W
Section 3 - Inspection Checklist and Periodic Maintenance Reports
WETLAND INSPECTION CHECKLIST - Highcroft Village Phase 1, Cary, NC
BMP # Date: Time:
SPILLWAYS - DRAINS - OUTLETS
Check/Circle
Condition Noted Observations Action -
Repair Action -
Monitor Action --
Investigative
Principal pillway Type:
Trashracks/Debris
Cracks/Deterioration
Joint Deterioration
Improper Alignment
Seepage/Piping
Undercutting
Erosion
Debris
Drain/Other Outlets Type:
GatesNalves
Operability
EMBANKMENT -- POOL
Check/Circle Condition
Noted Observations A
Repair Action -
Monitor Action --
Investigative
U/S Slope Type:
Ve etation/Ri ra
Beach in /slides/cracks
Undermining/erosion
Rodent burrows
Crest Type:
Ruts/erosion
Cracks/settlement _
Poor alignment
D/S Slope Type:
Vegetation/erosion
Rodent burrows
Sloughs/slides/cracks
Seepage/wetness
Pool Type:
Erosion/ round cover
Sedimentation
Water quality
Wetland Vegetation
Abutment Type:
Vegetation/erosion
Slough/slides/cracks
See age/wetness
General Comments, Sketches & Field Measurements
PERODIC INSPECTION, OPERATION & MAINTENANCE RECORDS
Highcroft Village- Phase 1 BMP # , Cary, NC
Date Time Rain " Pool Level Weather General Observations Recorded
Conditions or Comments B
Date Maintenance Performed Comments Recorded
B
Date Equipment Operated Comments Recorded
B

WITHERS &RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
August 17, 2oo6
Ms. Lia Myott, Express Review Coordinator
NCDENR, Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604
RE: Highcroft Village Subdivision
DWQ EXP. No. 02-1169 V.2
Wake County
Ms. Myott:
? ? - JJ
s `? LU06
DENY - WATER QUALITY
WETLANDS AND STORMWATER BRIWCH
Please find attached plans and specifications in support of the 401 express review application
provided. The revisions are pursuant to you comments provided on August 11, 2oo6. We offer the
following responses to the information provided.
Wetland & Stream Impacts:
a. We have included a copy of the delineation map submitted to the USACOE for approval with
field surveyed wetland delineation data.
b. We have listed a range of mitigation payments as the USACOE has yet to assign our
mitigation requirements. The developer proposes to provide mitigation payments as
required by the USACOE to the NCDENR-EEP.
c. We have included a cross-section for the proposed culvert crossing for the stream impacts.
Stormwater Management Plans:
a. The ligustrum screen is a requirement of the Town of Cary. It is intended to visually screen
the BMP's from the surrounding parcels and minimize any aesthetic impacts that may arise
from living adjacent to a storm water management practices. We do not agree with the Town
of Cary's assessment of need for this screen material, but must comply with their
requirement for plan approval.
b. Note 2 on sheet 7B of the plans requires that all areas within two feet in elevation of the
normal pool shall be planted with a combination of Panicum Clandestinum (deer tongue)
and Pennisetum Glaucum(pearl millet). Please note we are not aware of specific littoral
shelf planting requirements associated with storm water wetlands. We understand this
practice to be more associated with the construction of wet detention ponds.
c. We have updated our design parameters for the storm water management devices to meet
the 2 to 5 day drawdown requirements.
Streets:
a. The Town of Cary requires street stubs in all directions at intervals of 1,250 to 1,500 feet.
The Planning Director may waive these requirements in cases where stubs are not
practicable. In the case of Highcroft Village this requirement was waived on the southern
portions of the parcel due to existing development to the east and south and a stream buffer
to the west. These requirements were not waived on the northern section because similar
restrictions do not exist. The developer does not have any plans for, nor is under contract to
purchase the Alma M. Stitt property. However, we suggest the stub as shown would allow
iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenet.com
7040 Wrightsville Avenue i Suite 1o1 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: [phone] fax: [phone]o19
full access to the Stitt property without the need to cross the riparian feature internal to the
property, thereby reducing the potential of future impacts.
b. The Town of Cary did not specifically require the northwest access road in the location
shown. However, there exists a zoning condition that only allows one road access to Green
Hope School Road for the parcel. An internal crossing of the subject feature is required to
access the northwest corner of the site. Based on our previous layout and engineering work,
we concluded the proposed roadway configuration, as opposed to a series of driveways or a
cul-de-sac produced the minimum disturbance to the wetland areas.
We trust the above information with the attached plans and calculations with assist in the approval
of the above referenced project. We appreciate your assistance regarding this matter.
Sincerely,
ITHERS & RAVENEL, INC.
Jas6n A. Bertoncino, PE
Attachments
CC: Mr. Todd Preuninger, Withers & Ravenel
Ms. Ginger Warner, Highcroft Investors, LLC
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
STORM WATER MANAGEMENT
SUPPORT DATA & CALCULATIONS
HIGHCROFT VILLAGE SUBDIVISION
DWQ. EXP. 02-1i69 v. 2
Cary, Wake County, North Carolina
WR Project # 204191.0 J
0
CS?NOSTl ?'?L??l
'9"
'Cy
Prepared By: WITHERS & RAVENEL, INC
111 MacKenan Drive
Cary, North Carolina 27511 e?10
Jason Bertoncino, PE LOP,"
O,
August 18, 2oo6

iii MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
7040 Wrightsville Avenue i Suite 1o1 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: 91o.842.9392 i fax: 91o.842.8o19
DWQ Project No. 07- - l 1 0 V. 7
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATI (please complete the following information):
Project Name : /6,*CZO F7_ V, c E - P A5E .?
Contact Person: ,v -roti,? N c? Phone Number: -40- 33'40
For projects with multiple basins, specify which basin this worksheet applies to: 13,_A ?> *#-1-
Permanent Pool Elevation 373.00 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 376,00 ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 5i 600 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 7. 0 0/ ac. (on-site and off-site drainage to the basin)
Impervious Area 2. 9 ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 660 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area 96 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area %0 sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 830 sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume cu. ft. (volume detained on top of the permanent pool)
SAIDA used /• O o (surface area to drainage area ratio)*
Diameter of Orifice A 25 in. (draw down orifice diameter)
II. 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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
?e specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
hftp://h2o.ehnr.state.nc.us/ncwetiands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
r
Best Management Practice Design Criteria - Constructed Wetlands - BMP#1
Drainage Area 7.09 ac
Impervious Surface 2.98 ac Imp. Surf. Infrast. 1.16 ac. Imp. Surf. Lots 1.82 ac.
Impervious Surface % 42.0 %
Required SA/DA: 1.80 % Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
40 1.73 2
50 2.06
Surface Area Required: 5,547 sf (Drainage Area' SA/DA' 43,560)
1" Runoff Volume Estimate 11,022 cf (0.05+0.009(lmp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Storage Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
373 5,600 6,414 cy 14,576 cy
374 7,227 8,163 cy
375 9,098
Orifice Size for 2 Day Drawdown
Qallowable 11,022 cy X 1 hr = 0.0638 cfs
48 hr 3600 sec
Q=0.6`Area(2(32.2)(Have))^0.5 Have 1 ft
Area 1.908 in^2
Orifice Diameter 1.56 in (4'Area"3.14)^0.5
Orifice Size for 5 Day Drawdown
Qallowable 11,022 cy X 1 hr = 0.0255 cfs
120 hr 3600 sec
Q=0.6"Area(2(32.2)(Have))^0.5 Have 1 ft
Area 0.763 in^2
Orifice Diameter 0.99 in (4'Area`3.14)^0.5
Use Orifice Diameter 1.25 in
DWQ Project No. OZ - 116 9 V. 2
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATIO (please complete the following information):
Project Name : i - eI 4-
Contact Person: ??Q7?>/yGINC? Phone Number: - O
For projects with multiple basins, specify which basin this worksheet applies to: 1RMP 2_ Permanent Pool Elevation 343.00 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 340. 0 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area /3, ZOO sq. ft.
Drainage Area 12. Z6 ac.
Impervious Area 4-62- ac.
Forebay Surface Area Z, 000 sq. ft.
Marsh 0"-9" Surface Area 4,620 sq. ft.
Marsh 9"-18" Surface Area 4 620 sq
ft

Micro Pool Surface Area
/
9 O .
.
s
ft
, q.
.
Temporary Pool Volume Z5, (a /6 cu. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
(volume detained on top of the permanent pool)
SA/DA used 2 • Iq
Diameter of Orifice Z.O in.
II. REQUIRED ITEMS CHECKLIST
(surface area to drainage area ratio)*
(draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
Best Management Practice Design Criteria - Constructed Wetlands - BMP#2
Drainage Area 12.28 ac
Impervious Surface 6.62 ac Imp. Surf. Infrast. 2.09 ac. Imp. Surf. Lots 4.53 ac.
Impervious Surface % 53.9 %
Required SA/DA: 2.19 % Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
50 2.06 3.9
60 2.40
Surface Area Required: 11,729 sf (Drainage Area * SA/DA * 43,560)
1" Runoff Volume Estimate 23,856 cf (0.05+0.009(Imp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Storage Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
343 13,200 14,000 cy 25,615 cy
344 14,800 11,615 cy
344.75 16,172
e 23,856 cy X 1 hr = 0.1381 cfs
48 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.875 ft
Area 4.414 in^2
Orifice Diameter 2.37 in (4*Area*3.14)^0.5
Orifice Size for 5 Day Drawdown
Qailowable 23,856 cy X 1 hr = 0.0552 cfs
120 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.875 ft
Area 1.766 in^2
Orifice Diameter 1.50 in (4*Area*3.14)^0.5
Use Orifice Diameter 2 in
DWQ Project No. nZ - ('/(,,q V. 2
DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION (please complete the foil wing information :
Project Name : I l e WA-5
Contact Person: dA5o, -3 Esrro l? Phone Number: (gist 469- 3340
For projects with multiple basins, specify which basin this worksheet applies to: 6MP 4.3

Permanent Pool Elevation 34 3 •4f)o ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3-10-60 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 3, 300 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 4 • 3 ac. (on-site and off-site drainage to the basin)
Impervious Area /• I ac. (on-site and off-site drainage to the basin)
Forebay Surface Area 600 sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0%9" Surface Area /,166 sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area /, /55 sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area 490 sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume 5. 9 77 cu. ft. (volume detained on top of the permanent pool)
SA/DA used / • OS% (surface area to drainage area ratio)*
Diameter of Orifice 40 in. (draw down orifice diameter)
II. 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 'or 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
The temporary pool controls runoff from the 1 inch rain.
1 10 The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
,_ io An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
Best Management Practice Design Criteria - Constructed Wetlands - BMP#3
Drainage Area 4.83 ac
Impervious Surface 1.11 ac Imp. Surf. Infrast. 0.28 ac. Imp. Surf. Lots 0.83 ac.
Impervious Surface % 23.0 %
Required SA/DA: 1.08% Use 3' Deep on Table 1.1 of the NCDENR BMP Manual
% Imp. SA/DA Portion
20 0.97 3
30 1.34
Surface Area Required: 2,274 sf (Drainage Area * SA/DA * 43,560)
1" Runoff Volume Estimate 4,503 cf (0.05+0.009(Imp. Surf.%)) X Drainage Area X 43,560 ft/ac
12
Storage Volume Estimate: (Use average area X depth)
Elevation Area Volume Cuml. Volume
343 3,300 3,710 cy 5,877 cy
344 4,120 2,167 cy
344.5 4,548
Orifice Size for 2 Day Drawdown
Qallowable 4,503 cy X 1 hr = 0.0261 cfs
48 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.75 ft
Area 0.900 in A2
Orifice Diameter 1.07 in (4*Area*3.14)^0.5
e 4,503 cy X 1 hr = 0.0104 cfs
120 hr 3600 sec
Q=0.6*Area(2(32.2)(Have))^0.5 Have 0.75 ft
Area 0.360 in^2
Orifice Diameter 0.68 in (4*Area*3.14)^0.5
Use Orifice Diameter 1 in
360
355
350
345
340
00
d-

PROPO SED

EXIS TING GROUND

7d
98 LF
OF-Tj

0
4
14- rn 0
vi -
C? 0
C-4
10+00
HIGHCROFT VILLAGE
WAKE Ni
11+00
STREAM CHANNEL IMPACT 1
CROSS SECTION DETAIL
ROAD FILL
1 *=5' Vertical
12+00 1"=50' Horizontal
WITHERR &- RAVENEL
RNOINRRRf 1 PIANNRRS 1 RNRVRYGRR
08/21/06 08:03 FAX [phone]
Todd Preuninger
Withers & Revenel
I I I MacKennon Drive
Cary, NC 27511
WITHERS & RAVENEL INC. Q002
rem Rec
a . ement q1l6 elk r4o
PROGRAM ?. /& i?hers
August 15, 2006 R
Project: Highcroft Village Subdivision County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 4041401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
RIVER BASIN Cape Fear Cu 03030002
Wetland-Riparian ac 0.150 Stream-Warm ft -
Wetland-Non-Riparian ac - Stream-Cool ft -
Coastal Marsh ac - Stream-Cold ft -
Buffer-Zone 1 s 11 -
Buffer-Zone 2 s ft -
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 up to a 3:1 ratio and Zone 2 up to a 1.5: I ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely, *4 ?,
D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
R;l'.s?-oru29... ... Pro" Our SM&

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1852 / 919-715-0476 / www,nceep.net
RUG-21-2006 MON 07:52 TEL:[phone] NAME:DWO-WETLANDS P. 2

AUG 2 1 2006
Office Use Only: oEt{F?+ H
WETA4S S
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 18, 39
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Highcroft Investors, LLC
Mailing Address: Attn: Glenn Futrell
PO BOX 3557
Cary, NC 27519
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: Withers & Ravenel Inc.
Mailing Address: 117 MacKenan Drive
Cary, NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-238-2099
E-mail Address: tpreuninger(Dwithersravenel.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: Highcroft Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN)
0734.02-76-0395
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Highcroft Village
Directions to site (include road numbers/names, landmarks, etc.): From intersection of US
64 and Hwy 55 go north on Hwy 55 for 3.8 miles and turn left on Green Hope School Rd
(SR 1621). Go approximately 1000 feet and site will be on your left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8015978 ON 78.8750136 °W
6. Property size (acres)
36.47
7. Name of nearest receiving body of water: Bachelor Branch
8. River Basin: Cape Fear
(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: Currently the site is wooded. Land use in the vicinity is
primarily residential.
Page 2 of 8
A.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of residential housing. Typical heavy equipment
such as excavators will be utilized install the infrastructure (i.e. roads and utilities)
11. Explain the purpose of the proposed work: The project is needed to meet the growing
demand for housing in the immediate 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. Soil and Environmental Consultants conducted a detailed wetland
delineation prior to site plan development so that wetland impacts could be minimized to the
maximum extent possible. Mr. Monte Matthews, with the USACE, conducted site meetings to
verify the wetland delineation. We are in the process of completing the wetland delineation map
for USACE approval.
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.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of 147 linear feet of stream channel impact and 0.154 acres of wetland impacts associated
with the construction of roadways, lot fill and BMP devices. Additionally, temporary
impacts will consist of 24 linear feet of stream channel impact for utility line crossings.
Page 3 of 8

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact 2 Fill Headwater Forest No 250 ft 0.049
Impact 3 Fill Headwater Forest No 400 ft 0.034
Impact 4 Fill Headwater Forest No 400 ft 0.071
Total Wetland Impact (acres) 0.154
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreaize. multinly lenizth X width. then divide by 43.560.
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact 1 UT to Bachelor Branch Culvert Perennial 4 147 0.013
Impact 5 UT to Bachelor Branch Temporary Perennial 4 24 0.002
Total Stream Impact (by length and acreage) 171 0.015
Impact 5 is a temporary impact due to utility line installation.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredizine. floodine. drainaue. bulkheads. etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S. resultins from the oroiect:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.154
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.17
Total Stream Impact (linear feet): 171
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: 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: In order to access the entire
site wetland and stream impacts could not be avoided. Impacts were minimized at stream
crossings through the use of steeper fill slopes, 3:1 rather than 2:1, and the crossings were made
at a nearly perpendicular angle. The road alignment in the northwest corner of the property was
dictated by the Town of Cary and therefore, the wetland impacts could not be avoided. In
addition, two access points are needed for safe egress and ingress and to allow emergency
vehicle access if one entrance is blocked.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
bttp://h2o.enr.state.nc.us/iicwet]ands/strm,i4ide.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 stream impacts are less than 150 linear
feet we do not believe that mitigation should be required for impacts to the streams on-site.
The applicant proposes payment to the NC-EEP to satisfy mitigation requirements for
impacts to jurisdictional wetlands.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htni. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.5
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/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
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
(Neuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total NA NA
XI.
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. NA
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed impervious surface for this project
is expected to be approximately 39% following build-out. Dunne construction the applicant will
utilize BMP devices to prevent sediment from entering Jurisdictional stream channels or
wetlands. In order to protect downstream water quality, the applicant proposes, as per the Town
Page 7 of 8
of Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
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.
Sanitary Sewer
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 El No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
As stated by the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
October 3, 2002, version 1.6 prepared by the North Carolina Division of Water Quality, most
residential subdivisions are unlikely to require a cumulative impacts analysis. The Hi croft
Village property does not meet any of the three criteria of private development projects that can
clearly result in cumulative impacts. The applicant will comply with the applicable local and
state regulations pertaining to water quality, therefore, we do not anticipate downstream
dejradation.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Chapter 7: Development and Design Standards
Sec. 7.10 Conneativa#y
1
Any residential development shall be required to achieve a connectivity index of
1.2 or greater unless the Planning Director determines that this requirement is
Impractical due to topography, existing development, and/or natural features. In
Street
Connectivity
Diagram
[Reserved]
the event that this requirement is waived, a six-foot pedestrian trail shall be
provided to link any cul-de-sacs within a residential development In which the
required connectivity index has been waived. A connectivity index is a ratio of the
number of street links (road sections between intersections and cul-de-sacs)
divided by the number of street nodes (intersections and cul-de-sac heads). The
following Illustration provides an example of how to calculate the index. Street
links on existing adjacent streets that are not part of the proposed subdivision are
not Included in the connectivity index calculation.
NOTE: The measure of connectivity is the number of street links divided by the number of nodes.
Nodes exist at street Intersections as well as cul-de-sac heads. Links are the stretches of road that
connect nodes. Stub outs shall also be considered as links. In this example, there are 11 links
(circles) and nine nodes (stars); therefore, the connectivity index is 1.22
Street Arrangement
1) The proposed public or private street system shall be designed to
?.-n p 0 provide vehicular Interconnections to all similar or compatible adjacent
A uses (existing and future) when such interconnections would facilitate
[? 15 zU? internal and external traffic movements In the area. Such connections
shall be provided during the initial phase of the project approximately
every 1,250 to 1,500 linear feet for each direction (north, south, east, f
west) in which the subject property abuts similar or compatible uses. If
j the common property boundary in any direction is less than 1,250 linear i
feet, the subject property will be required to provide an Interconnection if
it Is determined by the Planning Director that the interconnection in that
direction can best be accomplished through the subject property. Whenf
the Planning Director deems a vehicular connection Impractical, he/she
can increase the length requirement and/or require pedestrian
connections. The Planning Director may delay the interconnection if
such interconnection requires state approval or will result in significant
hardship to the property owner. The intent of this standard Is to Improve
access/egress for Town neighborhoods, provide faster response time for
emergency vehicles, and improve the connections between
neighborhoods.
(2) Any development of more than 100 residential units or additions to
existing developments such that the total number of units exceeds 100
shall be required to provide vehicular access to at least two public streets
unless such provision is deemed impractical by the Planning Director or
Town Engineer due to topography, natural features, or the configuration
of adjacent developments.
(3) Where new development is adjacent to vacant land likely to be divided in
the future, all streets, bicycle paths, and access ways in the
development's proposed street system shall continue through to the
boundary lines of the area under the same ownership as the subdivision,
Town of Cary Land Development Ordinance Page 7-83
WITHERS & RAVEN EL fIL[- COPI
ENGINEERS I PLANNERS I SURVEYORS
August 9, 2oo6
US Army Corps of Engineers
Attn: Mr. Monte Matthews
65o8 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Highcroft Village Subdivision
Request for 404/401- Certification
W&R Project Number - 02040191.00
Dear Mr. Matthews & Ms. Karoly,
&X.poa-1tb(k YZ'
NC-Division of Water Quality
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Raleigh, North Carolina 27604
E 03 @ [ -? anc? P
AUG 1 0 2006
DENR - WATER uuHLITY
WETLANDS AND STORMWATER BRANCH
On behalf of Highcroft Investors, LLC, we are requesting authorization from the USACE and
NC-DWQ to use NWP 12, 18 & 39 for the construction of a residential subdivision.
The subject property is located on the south side of Green Hope School Road (SR 1621)
approximately looo feet west of the intersection of Green Hope School Road and NC HWY 55•
The site is approximately 36.47 acres in size and contains an unnamed tributary to Bachelor
Branch in the Cape Fear River Basin. The Hydrologic Unit Code for this basin is 03030002.
The Water Quality classification is C; NSW, and the stream index is 16-41-6-2-(1).
Project History
Soil and Environmental Consultants conducted a detailed wetland delineation prior to site
plan development so that wetland impacts could be minimized to the maximum extent
possible. Mr. Monte Matthews, with the USACE, conducted site meetings to verify the
wetland delineation. We are in the process of completing the wetland delineation map for
USACE approval.
Proposed Impacts
The proposed impacts consist of 147 linear feet of important/perennial stream channel, o.15
acres of wetland impacts for road crossings, lot fill and stormwater BMP's. In addition, 24
linear feet of stream will be temporarily impacted for utility line installation. Impacts are
summarized in the table below as well as in the PCN form.
NWP # Impact # Linear Feet SF Acres
39 Impact 1 147 58 0.01
39 Impact 2 NA 211 0.049
39 Impact NA 1472 0.034
18 Impact NA 125 0.071
12 Impact 5 24 95 0.002
Total 1 i 727 0.1
ill MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
7040 Wrightsville Ave i Suite 1o1 i Wilmington, North Carolina 28403 1 tel: [phone] fax: [phone]
Avoidance and Minimization
In order to access the entire site wetland and stream impacts could not be avoided. Impacts
were minimized at stream crossings through the use of steeper fill slopes, 3:1 rather than
2:1, and the crossings were made at a nearly perpendicular angle. The road alignment in the
northwest corner of the property was dictated by the Town of Cary and therefore, the wetland
impacts could not be avoided. In addition, two access points are needed for safe egress and
ingress into the site and to allow access for emergency vehicles in the event that an entrance
is blocked.
Stormwater Management Plan
The proposed impervious surface for this project is expected to be approximately 39%
following build-out. During construction the applicant will utilize BMP devices to prevent
sediment from entering jurisdictional stream channels or wetlands. In order to protect
downstream water quality, the applicant proposes constructed wetlands, as per the Town of
Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
Mitigation
Because the stream impacts are less than 150 linear feet we do not believe that mitigation
should be required for impacts to the streams on-site. The applicant proposes payment to
the NC-EEP to satisfy mitigation requirements for impacts to jurisdictional wetlands.
Please feel free to call if you have questions or require additional information.
Sincerely,
WITHERS &RAVENEL, INC.

Todd Preuninger
Attachments
1) PCN Form
2) Site plans
3) Agent Authorization
4) USGS Quad
5) Wake County Soil Map
6) Stormwater Management Plan
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. f Lp O Z - I I to R V
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12, 18,39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), c eck here: ?17?/7
II. Applicant Information
U
1. Owner/Applicant Information our z o zoos
Name: Hi hcroft Investors LLC RtgR . wAT
Mailing Address: Attn: Glenn Futrell ATFRBwo
_ PO BOX 3557
Cary, NC 27519
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jzfutrell@,ilpcorp.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Withers & Ravenel Inc.
Mailing Address: 117 MacKenan Drive
Cary NC 27511
Telephone Number: 919-469-3340 Fax Number: 919-238-2099
E-mail Address: tpreunin erkwithersravenel.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: Highcroft Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only)
NA
3. Property Identification Number (Tax PIN): 0734.02-76-0395
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Highcroft Village
Directions to site (include road numbers/names, landmarks, etc.): From intersection of US
64 and Hwy 55 go north on Hwa 55 for 3.8 miles and turn left on Green Hope School Rd
(SR 1621). Go approximately 1000 feet and site will be on your left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8015978 ON 78.8750136 °W
6. Property size (acres): 36.47
7. Name of nearest receiving body of water: Bachelor Branch
8. River Basin: Cape Fear
(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/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site is wooded. Land use in the vicinity is
primarily residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of residential housing. Typical heavy equipment
such as excavators will be utilized install the infrastructure (i.e. roads and utilities)
11. Explain the purpose of the proposed work: The project is needed to meet the growing
demand for housing in the immediate 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. Soil and Environmental Consultants conducted a detailed wetland
delineation prior to site plan development so that wetland impacts could be minimized to the
maximum extent possible. Mr. Monte Matthews, with the USACE, conducted site meetings to
verify the wetland delineation. We are in the process of completing the wetland delineation map
for USACE approval.
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.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of 147 linear feet of stream channel impact and 0.154 acres of wetland impacts associated
with the construction of roadways, lot fill and BMP devices. Additionally, temporary
impacts will consist of 24 linear feet of stream channel impact for utility line crossingLs.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
Impact 2 Fill Headwater Forest No 250 ft 0.049
Impact 3 Fill Headwater Forest No 400 ft 0.034
Impact 4 Fill Headwater Forest No 400 ft 0.071
Total Wetland Impact (acres) 0.154
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width. then divide by 43.560.
Stream Impact Type of Perennial or Average Impact Area of
Number Stream Name Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
Impact I UT to Bachelor Branch Culvert Perennial 4 147 0.013
Impact 5 UT to Bachelor Branch Temporary Perennial 4 24 0.002
Total Stream Impact (by length and acreage) 171 0.015
Impact 5 is a temporary impact due to utility line installation.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging. flooding. drainage. bulkheads. etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake' pond, estuary' sound bay' Impact
indicate on ma ocean, etc. (acres)
NA NA NA NA NA
Total Open Water Impact (acres) NA
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.154
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.17
Total Stream Impact (linear feet): 171
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
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
Current land use in the vicinity of the pond: 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: In order to access the entire
site wetland and stream impacts could not be avoided. Impacts were minimized at stream
crossings through the use of steeper fill slopes, 3:1 rather than 2:1, and the crossings were made
at a nearly perpendicular angle. The road alignment in the northwest corner of the property was
dictated by the Town of Cary and therefore, the wetland impacts could not be avoided. In
addition, two access points are needed for safe egress and ingress and to allow emergency
vehicle access if one entrance is blocked.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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 stream impacts are less than 150 linear
feet we do not believe that mitigation should be required for impacts to the streams on-site.
The applicant proposes payment to the NC-EEP to satisfy mitigation requirements for
impacts to jurisdictional wetlands.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.25 - 0.5
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total I NA I I NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed impervious surface for this project
is expected to be approximately 39% following build-out. During construction the applicant will
utilize BMP devices to prevent sediment from entering jurisdictional stream channels or
wetlands. In order to protect downstream water quality, the applicant proposes, as per the Town
Page 7 of 8
of Cary and NC-DWQ stormwater requirements. We have included a copy of the stormwater
management plan for your review.
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.
Sanitarv Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
As stated by the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
October 3, 2002, version 1.6 prepared by the North Carolina Division of Water Quality, most
residential subdivisions are unlikely to require a cumulative impacts analysis. The Hi hg croft
Village property does not meet any of the three criteria of private development projects that can
clearly result in cumulative impacts. The applicant will comply with the applicable local and
state regulations pertaining to water quality, therefore, we do not anticipate downstream
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
__ ! 16
6ho /0
Applicant/Agent's Signature / Date/
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
?/ f? ?` ~ )` V ?? 110033 1? rr/ ?`r? t v? ?/?
66
t
Cem
l _I. 0
'Q i/ `',1 ';?:j ? -..? fit` ` •?`??
'do
J
h
1? ???' ?. '.+ ? ?°o ???1•+ fly -? I ?, .T I , .` ?. 1,.> ?? ?•
?•?? 16 I
A-k
lit Jh.
6 t ?
WITHERS R"ENEL Hightcroft Village Site Boundary N
ENGINEERS I PLANNERS I SURVEYORS E
111 MacKenan Drive Cary, North Carolina 0 2,000 4,000 S
telephone: [phone] _ www.withereravenel.com FPPt
ME 1 INUIVIDr-n (Joins sheet 35) wsc
- v
crBZ
SB2 wac2 S ? W-f
CrC2
2 GrB2 + Cr62
- . WsC2
CrC2
r - G?V od
P- MB2
5
WsE
y
CrC2 1
C2
W h
aC2
.. _ WsBL*'
W
C2 \!
S
WsC2
WsB2
rC2
- /
S
-
"'

%i'_ -
--
CrB2 ??
WsC2
IVSB2
r ' WSB2

'w

? ? / WSW

sE
W

n
-
3'

.

,
CrE
MfB2 p '
ctci

z
\
rV' ?...
-
e
w WSW
? .. F 4 2
I f
'
C
C
B2 o
O
0
WsE . t i ..
r
CfC
t62 a Ws82
- 2

.
Cr82 .. /' W y
s CrC '
i
WsB2
;2 WsB2 Ws 82
62 ;
WsC2
waC
: .
?
` Y
?
l
gt
-- r;.
Cre2 \
#
c
V
2
S
w OrG2 \ W
C2
St s

wsE ?= c w:ez
i Crcz
I
wsQZ
It m /
3 I
w
l
WsB2 ' CrC
. rC
WsC2
ro4'
•
/
Ws4 2 C
! Cr82 ___ Wy t \
?
.
:
_
4*
/
CrB2
CrCY'
u WsC2 F,. Fr - r I Ws 2
.. - -. i

S Y
o clc
f f b//? /

ry WsC2 W c WSC
0
z
yo ?
8 '
IT
Cr
?
CrB2
?, ? k ?
?? > .?VSE r Cry . ? a
< h
^? II
c. WSC2 o'IL •
;- .

S
*
( C W.2
_ . ?_ .... • / r {
Y
?
E
i
C
00
,
WSC2. WSE .
:r
L ? _ O lA
'! sL :1 .
w8m
I Mfc

%
m
8 ??'r': ?
? vl
?
I ?
F
s
,,
a,
CrB2
r ??
W Gr8
` '
4>bs?Z ; ?ff.,s, , \I' \ h41C2 ` , nr,
Ct62 .
l r
$c
h
4

`
.e682
MISB2
\
N
1
. r.. vl,•.
.,' . NsC2..
II ?3_,CrC t.rQ2
+ 1
l?
scz W \ crc ` c;V?
" WSB2 CrB2
Crc
r A CrB2 E .
rC Gr6
2 SE
•
.,
?' '1 ? i
C 2
s
WSG9 /
' rG2
Oti i! _ CrC "
c` c
CrB2 s
WS c
.,F. WsC2 Tr
ruAfA
Af CIC' `°
r
%
A ?
. C
C?
WS i - CrE r h rQ2

.
WSC2
K r
55 c:
o
I
a t All
WS I
t
wsQ2
s WaC2
N? w
sC
l I i .
WITHERS - R"ENEL
ENGINEERS 1 PLANNERS I SURVEYORS
Site Access/Agent Authorization Form
Project Name:
Property Owner/Contract Purchaser:
Address:
CAQV _ ?,, C?s?1.,N.? 27/9
Phone: [phone]
Fax: (Ito) 46 3 - 9q6.!5>
Email: GFUnga!LGR -&GGGRP. Goner
I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings and/or
correspondence (i.e. permit applications etc.) with the USACE and the NC - Division
of Water Quality, if necessary.
Property Owner: 61EAWJ FUTTLELL. Date:
"3b-
(Print JName)
vL9-?-
(Signature)

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN-LIEU FEE REQUEST FORM
Revised 5/16/2006
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. All correspondence from
NCEEP will be to the Applicant, with a copy to the Applicant's Agent (if indicated).
CONTACT INFORMATION APPLICANT APPLICANT'S AGENT (optional)
1. Business or Individual Name Highcroft Investors LLC Withers and Ravenel
'? -
-2..Street Address or P O Box PO BOX 3557 111 MacKenan Drive
3. City, State, Zip - Cary, NC 27619 Cary, NC 27511
~
4. Contact Person Glenn Futrell Todd Preuninger
_.._...___._.-.__-.......
5. Telephone Number 463-9940 469-3340 I
6. Fax Number 463-9983 238-2099
7. E-Mail Address (optional) [e-mail] [e-mail]
- -- .................................----....._..._.............._..--.__._...__...._..._...........--.--.....-- --- -_.
PROJECT INFORMATION _...... _......_.......... ...... __............... -............... ......_............... ---............ ----._....... .__........... ._?... _ ..__..._.__.._._............. ......... _
__....----.--.-.-.--.._...__._-_....._.._.... _._..... _-._..___
8. Project Name
Highcroft Village Subdivision
_...._..._........
9. Project Location (nearest town, city) _.... ._....._-_...._ _....._..... __.

Cary, Wake County, NC
_ ............._._._........._..._..._....-..... ..... ..-........ _....--.......... -_....... __...-..... _..._-...... ---

10. Lat-Long Coordinates (optional)
__.........._...
.._...._......... _-..-_..._-.._........ ..._......... __.......... _...___....... _..... -_...... _ ._--____........... __...........
35.8015978 ON 78.8750136 °W
.........-.......... --....__._..... ..-
Project County __......... .. _.._....._._-.... _....._r...._..._-__._._..__ ._....___._.............._....... ......... .........
;Wake
12. River Basin
Cape Fear
. ......... .....__..__..-..._-- -....... ......_..__._........... .

13. Cataloging Unit (8-digit)
._.?.......
_.__............ -__ -_-...__....... _ __..___....._..._........ ._-.... _....
03030002
.__.......... ---- ._. - ?... __ ..._.-..._. _._-....... . --
14. Riparian Wetland Impact (ac.) (e.g., 0.13) ---- - -...w_..__ _.... -... --.....__....?.__..._. -_..._._._...._._.-._........-_............._......._.._....
0.15
_ .....__..._._............__........... -._---..._.-._.__..._ -......_._..._ .................. _.........
15. Non-Riparian Wetland Impact (ac.) ....-........ .___...... __ . ..... _ ..._..__........
0
_....._-._-_....... --..--......... __...__-. ...... ....... _................. _............. ..
16. Coastal Marsh Impact (ac.) ..._..._.._-.._.._........ -..._ ._.._-....._....-......._.__....w........
0
17. Stream Impacts (ft.) (e.g 1,234) Warm Cool Cold
0 0 0
_..__.... -__...... -- .......... '__. _._..__u ....- -- .............. _ ......_.___.._...........
18. Buffer Impact-Zone 1 (sq. ft.) (e.g. 12,345) _.._ _ ._...._. _..,_..._ _ . _ _ _
0
__........---.....__.._ ?...__ __._ - .......?......... ._ .............._?..
19. Buffer Impact-Zone 2 (sq. ft.) __.?._ _ ?_...... ?_ __.......__.. - _ _._._..._....._.._....... ...__..........
0
_._?....._.__..-........... _.._..___..__........_-_._...._-.-
IMPORTANT -..__-_.__ . -_..._._.___._..___...._._.- .__._? . __..._. __..._._.-_......_... _......_._
Signature of Applicant or Agent:
Check (J) below if this request is a:
Q revision to a current acceptance, or Date: (9/?p O (o
? re-submission of an expired acceptance
Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed. For help in determining the Cataloging Unit, go to EPS's "Surf Your Watershed" web page:
hftp://cfpub.epa.gov/surf/locate/index.cfm Direct all questions to Chris Mankoff at 919-716-1921 or
[e-mail]

I
7 `/ ! '
S"RMWATER
MANAGEMENT

IMPACT 1
589 SF, 0.01 AG
147 LF CHANNEL
p
i t It
f ? ??r J1 tr 7i!
,?' r ? ? t i t rI r
1
I I + 1+ y f
;' ?t t` st I I i
O
CA
IMPACT 2
r
. -, - 1 + f 11r
I'll / s r r? i Ml t -.
_
/
/ r f
100,
,
1000,
(
t
14, 1
.t, / ..
0. -T
r
J r
t
J? a
,ool
l 1JJI
? r
r .-
.??? ?? j \ - \ 1 ?l I1 t
14 , 1
j r ' T MHOR?AR?f ,1•
t
Z IMPACT 5" ?
`9, SF. 6.002 AC
-J
-;; ?? erg- ? ? // ???/ F ??`•, ti^ ? °?>?,? ' ,
i I
r '
J e' ? \t !
'
/
o,ooll
/ J
It %
r
r
r
r
s•
f ; ( l - rr r J! A2 f r
'ro
r /
-' i
a
i ,
? Jf
J
•' r 1
.' .'•? ?' ? GRAPHIC SCALE
/1 50 0 25 50
1 inch = 50 ft.
•
HIGHCROFT VILLAGE PROPOSED WETLAND WITHERR &- RAVENEL
IMPACT MAP 111111114111111102 1 PLANNINN 1 NNNYItONt
CARV WAKE North Carolina H T 4 OF 4
!
/
?•. rrr
r,r
---I-- / r IMPA
I r' J
Atf5 SF,/0.10
I
i'

?J

/ r
IMPACT? ?3
l.472,5F. 0.03 A§
1
-- r
/ r
J
/

/
o J ?rn
HIGHCROFT VILLAGE
PROPOSED
_/
/
r
i
r
i
i
r
i
i
r
J II
I '\
if
r
r
/I r
r
if
\
/ r
r
/
/
/

!
!/ r
! J
I--/
/yam[ -?,_-
------------
J
!
GRAPHIC SCALE
50 0 25 50 100
1 inch - 50 ft.
ND
IMPACT
o
3 *

a ? a a a s a
Q W)
0 M
0 N
0 LO a o o `•°
C C O C 0 0 C
LL. U- LA-
W
LL.
Q fn

M
(n

N
V)

IA

cn
N
0.

2

?-
W
cn
W
N
N

.h

C', (n a
00 0)
Do 00

N
M W
LO
U)

n
3 p N M z
U
N
w
n M
w
n M
w
n 0
O
? N

n 0
o
D
p
~
(n Cn

N
- LU o J
J
Q
W
u o N
p cn o Z .l [
w Wm
LL. ad
O) U o ,n s
°L a
W
za
J
N =?
a :oa ? ' I I I ?r ?t
N N
:sa` :?: :?<< W W ?
fsal Od LMl /i ' OL : : ZL r : CL i ;' ': W Z
swage alu cul T
a man c'?i'`?u a?n I _ b
? ?

w /
w /
f /,? 111 ? 11
? NM
® ® ® /
_ ,? © ® ® o
O

L NO f 3
i
®° ©® I I U
W
o
LL-
® ® ° ( O 3
c w /
® ?' a N I ?° U
O o
„? - inn as avoa -GoHos 3doH N33"'
O o
v I I--- I
I
L L ?_.
0
Z
aea7NOW3B NOSH' - NY IY.aI:a "a ' Am '1P-1 -&a'dm Gw uM\sowmm\ulw\Oal-ro\w\:H
I
I
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Storm Water Management
Support Data & Calculations
Highcroft Village Subdivision
Cary, Wake County, North Carolina
Project No.: 204191.0
Prepared by: Withers & Ravenel, Inc.
111 MacKenan Drive
Cary, North Carolina 27511
Jason A. Bertoncino, PE r+°
July 27, 2006
tit
l/llllllil
v1 MacKenan Drive i Cary, NC 27511 1 tel: [phone] fax: [phone] i www.withersravenel.com
7040 Wrightsville Avenue i Suite 101 i Wilmington, NC 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd, SW i Supply, NC 28462 1 tel: g1o.842.9392 1 fax: [phone]
I
DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMA ION (please compete the followin information):
Project Name : htZol ILLAG,E - ?H-OkGE L
Contact Person: t Mo" BUxT.uG,,,>o Phone Number: ((?14 ) 40- 33
For projects with multiple basins, specify which basin this worksheet applies to: 8M P '02_
Permanent Pool Elevation
Temporary Pool Elevation
ft.
34Z-00
339• o o ft.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
Temporary Pool Volume
SA/DA used
Diameter of Orifice
REQUIRED ITEMS CHECKLIST
/3, ZOO sq. ft.
/2 Z8 ac.
(. GZ ac.
Z ooo
(oZ0 sq, ft.
s
ft

"6 Zo q.
.
sq. ft.
960 sq. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%a)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
Z cu, ft. (volume detained on top of the permanent pool)
Z• Z (surface area to drainage area ratio)*
Z. 5 in. (draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
IVI? The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
??v An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION lease complete tt}e following information):
Project Name : il_c E --pfIASE J_
Contact Person: J S c1n?O, P9 Phone Number: q/q 6 4 - 33
For projects with multiple basins, specify which basin this worksheet applies to: $nt Q 3
Permanent Pool Elevation 343.06 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 339.50 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 3.300 sq. ft.
Drainage Area 4.0-75 ac.
Impervious Area /. // ac.
Forebay Surface Area 5 00 sq. ft.
Marsh 0"-9" Surface Area 11155 sq. ft.
Marsh 9"-18" Surface Area /, /55 sq. ft.
Micro Pool Surface Area 490 sq. ft.
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
Temporary Pool Volume y6 9 cu. ft
SAIDA used /. 08 °%
Diameter of Orifice 126 in
II. REQUIRED ITEMS CHECKLIST
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)*
(draw down orifice diameter)
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
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
_ A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
HoMw il3imimIS an scwuw
unarm) H31dM - aN30
soon o r one
6lAag*J
2GiVMON L UN394O9OO
00'000'Z 00'0 00'0 00'000'Z Sle;O,L
DMa-2JNK ON
00'000'Z 00'0 00'0 00'000'Z Lltil£00 90/£/9 n};0a0y6iH46W170Z0
junowy ION Aed snoinaJd s;unoosia }unowy jayonon ale(] jagwnN 9010AUI
6 Z'76 Z '3NI `13N3Adb T Sa3HAM
#4 REBAR 12"
0. C. EACH WAY
ELEVA TION
2000 PSF MIN.
BEARING CAPACITY
BENEATH COLLAR
1/2" PREFORMED JOINT
i=u LER, 12" WIDE
SECTION
SEE SHEET 7A FOR SIZING DATA
TYPICAL ANTI -SEEP COLLAR
NTS
STANDARD 2' X 2' GRATE AND
FRAME PER NCDOT 830.16 CENTERED
OVER STEPS AND DRAWDOWN VALVE
6" PRECAST CONCRETE SLAB
PRECAST REINFORCED BOX
TYPICAL TRASH RACK
VENT
NOTE:
SKIMMER MAY VARY
SLIGHTLY FROM
ILLUSTRATION
OUTLET END; CONNECTION
TO OUTLET PIPE OR RISER
NTS
SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN
NOT INCLUDED WITH SKIMMER
SUPPLIED BY USER
FLEXIBLE JOINT (NOT TO EXCEED 3' IN LENGTH)
TEMPORARY SEDIMENT DEVICE DEWATERING SKIMMER DETAIL
WS
USE 2.5" SKIMMER W/ 2" HEAD (TYP.)
No.
Revision
Date
B
1
1st. REVIEW COMMENTS PER TOC
01/27/06
MS
2
2nd. REVIEW COMMENTS PER TOC
03/10/06
MS
3
ToC 3rd REVIEW COMMENTS
05/12/06
JAB
Designer
W&R
Scale
1" = 50'
Drawn By
Date
MS
12/02/05
Checked By
Job No.
JBC
204191.0
CARY
/'/1MICCOVATMAl crani
k1f%MAIAI Mr%nf
POND BOTTOM
NOTES
QVIAAWr D
4" DIP VENT & CLEANOUT PIPE
4" CAP WITH DRILLED ORIFICE
(SEE TABLE SHEET 7A FOR SIZE) -'
PLACE STEM SUPPORTS
AT 3' FROM BASE
ATTACH SKIMMER FOR EROSION
CONTROL PHASE OF PROJECT -- "
DRAW DOWN OUTLET
\\ \\ \\ \\ \\ \\ \\\\/�\\�\\�\\�'�\�\\
4" NRS GATE VALVE
CROSS
CONCRETE PRECAST BOX
JOINTS SHALL BE MECHANICALLY
FASTENED WITH 114" x 2" STEEL
STRAPS BOLTED WITH 3/4" BOLTS
GROUT EACH SIDE
RISER & DRAWDOWN DEVICE DETAIL
NTS
(1) RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE
BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. ONCE THE SITE HAS
BEEN STABILIZE AND GRADING IS COMPLETED THE BASIN SHALL BE CLEANED OUT
AND STABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED, THE BOTTOM DRAIN
CLOSED AND THE NORMAL POOL ESTABLISHED.
(2) FINAL SEEDING OF ALL AREAS WITHIN TWO FEET OF ELEVATION ABOVE THE NORMAL POOL
SHALL BE A MIXTURE OF PANICUM CLANDESTINUM (DEER TONGUE) AND PENNISETUM GLAUCUM
(PEARL MILLET). SEEDING RATES SHALL BE AS RECOMMENDED BY THE SUPPLIER.
(3) ALL BMP DEVICES SHALL BE SCREEN FROM OFFSITE, INCLUDING ON—SITE LOT, VIEWS WITH
AN EVERGREEN SHURB SCREEN AS REQUIRED BY THE TOWN OF CARY.
HIGHCROFT VILLAGE SUBDIVISION
WAKE COUNTY
NORTH CAROLINA
SECT
Nrs.
CONSTRUCTION SEQUENCE
rX%�r- VV I LC I r1IrG
1. INSTALL EXISTING POND OUTLET PIPE.
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM.
3. INSTALL BMP RISER AND DOWNHILL SLOPE.
4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW.
6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL
OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE
COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE.
9. CALL ENGINEER FOR FINAL INSPECTION.
STORMWATER MANAGMENT BASING DETAIL
V@19OWNDO
AUG 1 0 2006
DENR - WATER UIJALiTY
WETLANDS AND STORMWATER BRANCH
N CAR
°°GESS/n:
Lkif
0 25944
°
0000°C
R
0000_ A.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
�671i7(©;�
Sheet No.
713

1 , / - _
_ , I I 1 , , , , / /
/ I I I / I I I , I I I I I , , O , \ / , , , , , I , , i / / l l l i /
! !I I j / ! I J ,
/ I / I I t , f I , / , ! ! / / / , / , /
, / l ~ , ~ I 1 I 1 f 1 r! , 1 /7 / 1 l1 / Q~ /
_ LGktSTRUM B ~ SCREEN,•5' ZS C. , /ti / I - 1 ~ ~ r I I I I 1 I f ~ / ! ! / ! I / , / I I , , / / I , / /
~ , r I l 1 - ~ ~ ~ r I / , l l r I - , r / / / ~ , , 1 / / ~ ! ~ / / ! / / , , / / ~ / / 1 / / /
_ / r , / / / / l l I / ~ ~ 1! 7 i t II l ~ l 7 l l
~ I r r i / ~ l l r ~ , i / l ~ l I l ~ _ r / / / _ - , , / / w , r / 7/ ~ / ~ 1/ I A / / l ! / /
, l j r! /!l ~I vv I ' l 1 / ! I I , / I; ; ~ vv ~ IGUrSTRU~I BMP,`SC EEN 5 O.C.
l , / / ~ ~ ~ 1 / / / r , r / / !~I ~1~ v ~ 1~ I 1 I I1 ~ l / l /
I / / / 11~ ~ ~ I I / / r / / ,
Cj - I ! / ~ , , ,i~ ~ I / , / / i / / I / \ / / / / r 7 / / / ~i l I I I / 1 1 1 1 , , , I I \ I / / \ 1 1 1 I
I ! , , _ I , ( , , _ / r ~ / ' ~ I I l l I I I I I / I \ I I \ I I 1 I
, 1 / / / / , , / -T- - - E ~ / / ~ , , _ ! , , ' , I I I / I 1 I ~ I I I
,i , ` , I /,/i, ~ 1 1 I I I
~ II 11 , II I I
/ / 1 ~ i' / ' rr , , , , l' I I I / I I I I 1 ,'~i'' ~ ~ I I' 1 .'.'F'. / I 1 ,
y. , / , , I ,eC , , , / III 1 1 \ / , I I
' ' / ~ X34 ' •••r ~ 1 r ~ 11 I I i ~ S~ / i y.. ..i ! I I I
/ , , r- ~ ' , , ' ' ' , / \ .,...Q.'.F'...,.... 1 I I I I
li 1 , , / i ~ , , / , ' , , , I , , / , , , , , j
1, , / / ' i' / , , / / , 'L ' / - ' I
/ / / / / ~ , , //r_- - , ' _ \ !1 _ " J :.:.~1.:.:.'!: ' I I it \ 1 1 1\
/ / ' _ _ ~ / / ~ _ ice, ~ ! I I II 1 1l1
/ , , , / , , / ll/ 11 , , ~ ~ / , / , , I r',' 111 , , , , , / , / , ,,,I ' r / ` , ' ' 1 \ HIGH MARSH f 4,620 SF I \
/ / / / / / / / ' / / 11 . ~ HIGH MARSH f 1 960 SF / _ ,i , ~ , , , ,i , / I/ I ,i = ~ - ~ - I LOW MARSH t 4 620 SF \ 1 I ~ ~
/ ,3 \ / ' ~ / \ ~ 1 \ \
~ ~ ,~J LOW MARSH f 1,960 SF , ~ , / ~ rri I OPEN WATER f 3,960 SF
~ , , , ~ , " ri l I ~ ~ `l 1 I \ ~
\ / OPEN WATER f 1,680 SF 1 \ \ \ ~ ~ ~ \
/ ~ ~ ~ I I / , ' / ~ ,
/ ~ / I I 1 ` ~ _ . . .....I... , \ \ \
' / ~ 0~ / / / I 11 / i , / / ~ , , / / r
l` / / ( I V % I I , . . . ..I. - 1 \ .
, ~ 1 / / / DIMENSIONS ELEV.
/ - ~ _ _ _ DIMENSIONS ELEV. ~ - , , - / / . I . . \ - ' - - _ _ s.•:•.•:•:'!' NORMAL POOL 13,200 SF 342.00
, - _ _ \ i NORMAL POOL 5,500 SF 373.00 \ '.1.t.' '.~.'.1'.'.'.'.'. • \ \ ' . TOP OF DAM WIDTH 8' 345.00
W , ~ / / / " TH 8' 376.00 i TOP OF DAM WID , , , \ , ~ ~ • ~ ~ ANTI-SEEP COLLAR 54 x 54
\ ' ~ / ~ - ~ ~ ~ ANTI-SEEP COLLAR 48 x 48 , , , , ~ 1 ' / , , , \ I I , y l \ . . ' ~ " 1-YEAR STORM ORIFICE 2.5 342.00
' ' ' / _ 1-YEAR STORM ORIFICE 2" 373.00 ,,'l,' \ ~
~ ~ - --39 369.50 1 ,s ~ / ; / _ TOP OF ANTI-FLOATATION 7 x 7 x 2 • , , , % " • • • • ~ TOP OF ANTI-FLOATATION 8 x 8 x 2 339.00
, , / \ T q,~ / TOP OF RISER WEIR 4 x 4 BOX 374.50 ; , ,S' - -5~~- • TOP OF RISER WEIR 5 x 5 BOX 343.75 \ / _ I _ • • ; • • ~ OUTLET PIPE INVERT IN 30 RCP 339.00
~ OUTLET PIPE INVERT IN 24 RCP 370.00 ~ ~ , ! / \ 1
' ~ OUTLET PIPE INVERT OUT 24 RCP 369.00 , „ , `7 . / / ~ OUTLET PIPE INVERT OUT 30 RCP 338.00 /
, Vii, / ~ / / / , , / / , ~ % ~
Pf_ANT LIST
PLANT LIST QUA SPECIES COMMON NAME ROOT SPACING LOCATION
650 Iris virginica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge
QUA SPECIES COMMON NAME ROOT SPACING LOCAl10N 90 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh
- 270 Iris vir inica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge 9 , 1,110 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18° o.c. High Marsh
~ 45 Juncus biflorus Shore Rush Quart Cont. 2 o.c. High Marsh SCALE 1 =30 Arrowhead Peat Pot 18" o.c. Hi h Marsh SCALE 1 ~~=30' 1,665 Pontederia cordata Pickerel Weed Peat Pot 2~ o.c. Low Marsh
470 Sagittana latifolia Broadleaf 9 185 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
570 Pontederia cordota Pickerel Weed Peat Pot 2' o.c. Low Marsh 44 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
65 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
65 Ugustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
/
Y ~O'~ / / ' / ~ \ ~ / / 1 1 11 ~ '
, / 11 , \ (v / \ \ 1 1 ~ 1 1 1 f
~ ~ „ \ ! \ \ 1 1 1 \ 1
, \ , \ \ \ ~ 1 ~~~q// I 1 \\1 \ \ I 1 \ 1 1
' ~ \ ~ ' ' \ 1 1 ' II 11 11 \I 1 I /
/ , / / I \ ' \ \ ~ a ~ I 1 1 ~1 I 1 , , \ \ I / ~ ~ 1 1 y ~ 1
VII I ~ , , / ' \ ` 1 1 1 1 \
' I 1 / ' ' ' - ` ` ~ ~ \ 171 11 \ 11 ~'/III I I! 'i ~~~Y \ , I I 1 I ,I ~ , ~ i' mac, ~Sl \1 • 1 1 \
1 / \ / / / ~ ~ 1\ 1\ \ \ y \ \
, ~ I! \ ~ ~ / , l C ~ , / / 11 \ \ y
i' 1/ \ / , / / / t~ \ \ \ 1 \ , ~ ~ \ \ \ ~ 1
/ \ / ' / / \ ` ~ 1 `
/ ! II I / ~ . X350 \ \ III
I / / \ \ \ ~ 1
~ ~ ~ ~ ~ - ~ 1 ' HIGH MARSH f 1,155 SF / ~ I II ~ ~ / , 1 II
/ ~ ~ ~ LOW MARSH f 1,155 SF
, ~i ,
/ ~ / ~ OPEN WATER t 990 SF , / / / ~ ~
r r , , ~ / l d
/ ! / / /
~ ~ ~ ~S ONS ELEV.
• - s DIMENSI , I / _ \ ~U ~r
3 300 SF 343.00 ((~~,yy,,~~++ I , , ~ ; ' NORMAL POOL , ~FN ® Z 0~6
~ 1 . ~ , I / ~ TOP OF DAM WIDTH 10 347.00 ~slrFR
' / I ~ ~ 9~' ~ ANTI-SEEP COLLAR 54 x 54 oUq~~ ~R
'~l ~ % ' ` ICE 1.25" 343.00 LIGUSTR(J M ~R ~N, 5 .C,. / 1-YEAR STORM ORIF - ~ _ ~ ~ ~ ~ _
~j~. / ~ ~ ' x 7' x 2' 340.00 / ~ / TOP OF ANTI-FLOATATION 7
~ ~ ~ ~ ~ 4 x 4 BOX 343.50 , 1, ~ / _ _ TOP OF RISER WEIR
' 24 RCP 339.50 ~ ~ ~ OUTLET PIPE INVERT IN ,
OUTLET PIPE INVERT OUT 24" RCP 338.00 °°°p0oooo°°oooc°0e°0°
CA • ~~e.e°eeR~l o O~ooo °pe ~
PLANT LIST ~ ° FESS! ~ ° f~0
QUA SPECIES COMMON NAME ROOT SPACING LOCATION eQ e e 0 ° SEA
160 Iris vir inica Blue Flog Iris Peat Pot 2' o.c. High Marsh/Edge 9 e o
- 25 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh a 5944 ~ e fi e° ° 0 9s1 ee~ I o°°°\ oao°
280 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh °°°°0/1/ °0peoooo°°a~(J°°°a
» 415 Pontederia cordota Pickerel Weed Peat Pot 2' o.c. Low Marsh SCALE 1 =30 uart Cont. 2' o.c. Low Marsh A. BERG 27 0 6
45 Saururus cernuus Lizards Tall Q °0°00000oooooeo 07
4n I inustrum Japonica Liaustrum 1 Gal. Cont. 5' o.c. Perimeter
Sheet No.
No. Revision Date B Designer Scale
REVIEW COMMENTS PER TOC 01/27/06 MS W&R 1" = 50' 1 1 st 2 2nd REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date HIGHCROFT VILLAGE SUBDIVISION WITHERS RAVENEL AWATER MANAGMENT BASING PLAN I ENGINEERS I PLANNERS I SURVEYORS 7A
3 ToC 3rd REVIEW COMMENTS 05/12/06 JAB MS 12/02 05 STORMWA' 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
4 ToC 4th REVIEW COMMENTS 06/23/06 JAB Checked By lob No. WAKE COUNTY NORTH CAROLINA w&R 204191.0 CARY

SITE DATA
Nrs DEVELOPER: OWNER: WN R: WATERSHED PROTECTION PHASE 2B TRACT 1 TRACT2 Total 0 E
THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR ZONING HIGHCROFT VILLAGE PDD
IMPACT PROPERTIES GROUP HIGHCR( HIGHCROFT INVESTORS LLC WATERSHED PROTECTION ORDINANCE (JORDAN LAKE OVERALL ACREAGE 11.11 25.36 36.47
140 TOWERVIEW COURT P.O. BO P.O. BOX. 3557 WATERSHED) AS A HIGH DENSITY USE WITH THE
CARY, NORTH CAROLINA, 27513 CARP, ~ GENERAL NOTES TEL. [phone] FAX. [phone] EL. 9' CARP, NORTH CAROLINA, 27513 PROJECT IMPERVIOUS PERCENTAGE X38.8 R/W ACREAGE 1.11 4.60 5.71 1983 EL. 919 463-9940 FAX. [phone]
~ ) ~ ) ~ 1. ALL CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD ATTN: COLEN DAVIDSON, JR. TTN: C ( ) ( ) PROPOSED NUMBER OF LOTS 13 89 102 TTN: COLEN DAVIDSON, JR. TRACT 1 -ESTIMATE 6,000sgft IMPERVIOUS SURFACE
SPECIFICATIONS AND DETAILS. PER LOT ALLOWS FOR 50x60 BASE FOOTPRINT, PROPOSED DENSITY (DU/ NET ACRE} 1.7 1.8 1.6
2. WETLAND & STREAM BUFFER DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTS. STREAM BUFFERS 1,500 sgft. FOR WALKS & DRIVES AND ALLOWS MIN LoT slzE PROPOSED 12,050 5,211
F ARY RU & REGULATIONS. CONTACT/CONSULTANT: ARE BASED ON TOWN 0 C LES 1,500 sgft. FOR OVERRUNS & ADDITIONS.
3. BMP DEVICES SHALL BE UTILIZED FOR SEDIMENT CONTROL DURING THE INITIAL CONSTRUCTION OF THE PROJECT. WITHERS &RAVENEL, INC. AVERAGE LOT SIZE 16,700 6,282
~ ON-SITE TOPOGRAPHIC INFORMATION BASED ON FIELD SURVEY BY WITHERS &RAVENEL, OFF-SITE TOPOGRAPHIC 111 MACKENAN DRIVE = 4 TOWN OF CARY TRACT 2 -ESTIMATE 4,200sgft IMPERVIOUS SURFACE STREETS LF 820 3,685 4,505
'3 INFORMATION BASED ON WAKE COUNTY GIS DATA. CARP, NORTH CAROLINA, 27511 PROJECT 05-SB-034 PER LOT ALLOWS FOR 45x55 BASE FOOTPRINT, SEWER FLOW 3 640 24 920 28 560 800 sgft. FOR WALKS & DRIVES AND ALLOWS
I N URVEY BY WITHERS &RAVENEL INC. TEL. [phone] FAX. [phone]. BOUNDARY INFORMATION S BASED 0 S , 18 925 sgft. FOR OVERRUNS & ADDITIONS. DENUDED ACRES 15.6 AC
° ATTN: JASON BERTONCINO, PE IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (SF) 27,659 137,014
6. DRAINAGE AREA DELINEATION BASED ON TOPOGRAPHIC DATA 1MTH ADJUSTMENTS MADE FOR FUTURE LOT DRAINAGE ASSUMPTIONS AND FIELD OBSERVATIONS OF EXISTING CONDITIONS.
WAKE COUNTY PIN NUMBER 0734-0 ~ 0734-02-76-0395 AVERAGE ALLOWABLE IMPERVIOUS AREA PER LOT (SF) 6,000 4,200 NOTE.
3 TRACT 1 & 2 ARE DIVIDED BY THE CENTERLINE OF THE STREAM ESTIMATED IMPERVIOUS SURFACE LOT AREA 78,000 373,800
LOCATED BETWEEN LOTS 27 THRU 34 AND LOTS 101, 112 AND 113 IMPERVIOUS SURFACE AREA 105,659 510 814 616 473
IMPERVIOUS SURFACE % 21.8% 46.2% 38.8%
I 1 I I \ / 1 1 ~ /
_ __i / \ / \ I \ ~_/i 1 \ - _ I / / II 1 I \ J 1\ l i/
11 \ \ / \ I III / ~ 1 1 I 1 I \ \ \ ~ Il I I I I \ ~ 1 1 \ \ /
\ ! I \ \ \ / - II \ \111 , III I I I 1\~ I~ \ \ \ ~ II \ II I 1 \i I \ I ~ \ \ \ l l /
\ I I \ ~ I / ~ I I I I I 1\ \ \ / II ~ II ~ I \ v I/ v ~v_ v v / l l/ i I I \ / \ _ _ \ \ 11 l ~ ~
~ II I 1 ~ ~ \ / I I I( / I I I 1 \ ` \ \ II Ilr
I 1 1 1 1 /l \ ~ \ l I l~ / _ I I / I v~ i/ I ~ l 1 \ v
\ \ ~ - I I _ i - \ \ / - ~ \ I / 1 I - I / \ 1 \ ~ / I \ \ \ \
- \ \ - \ IIII\ \ I I ~ /l/ i ~ I II ~ I ~ / v v`_ \ ~ I / l ~ /V I I v~_
\ ~ \ \ \ \ \ I \ ~ ~ ~ \ \ 1\\\\ 1111 / / { \ \ v v v ~ I II 1 I I 1 I ~ I \ _ ~ 1 ~ I/ I I t.--._~ t ~
I II I ~ ~ ~ \ ~ \ \ !III 1 I I 1 I I l ~ ~ ~ I 1 1/ I I \ \ ~ ~
\ \ 1 I /
\ \ 11 I I \ \ ~
I I \ \ \ I ~ \ _ l I I \ \ ~ \ I ~ ~
\ II I I I I 1 l \ III \ \ 1
~ I ~ \ \ \ \ > / I \ \ II 1 c \ I 1 I \i \ \ ~ 1
_ ~ \ I - 5,5D 5,50q SF 5,500 SF ~ \ \ \ \ \ 's\ \ \ \ \ \ \ \ - - _ _ _ / / 1 I I / I \ I ~ 1 \ ~ 1 / / \ \ I \ ~ \ ~ 1 II / ~ \ I 1 ~ ~ \ \ /
\ , . \ \ \ \Zt 11 f ! / / \ \ / , \ 1 / I /III / / J/ \ \ ~ 1
~ I ~ \ /1 I / \ \ / I I ~ ` ` \ ` \ ` . \ \ ~`~8 P-6 ~7 /III - ~ ~ \ ~ ~ ~l I /
/ / 1 ~ I o \ \ \ ` \ ~ \ RIN#-9734:02=78-~8~ / III \ \ ~ III ~ \ / 1
\ \ } r \l ~ \ / / / / \ I / ( I
` I / /J ~ \ \ I f I
~ ~ I , , \ \ , `1~ 1 'I III IIII I I 1 1 / ~ ~ I h , - ~ / I\ \ \ 1 1 I 1 iq $
\ ~ ~ \ ~ \ \ 1 1 ` I r \ ~ / N~F \ r~ \ I I 1 F I \ / 1
r - \ \ \ ` \ 1 \11 1} 1 1111 \ \ \~_1 I ! n I I r ~ ~ ~ 1 { } \ \ 1 \ } } 1 \ 1 } \ \ \ \ - / \ I IIII / WEST CARY AP VEST CARY APARTMENTS LLC \ \ I \ \ \ \ / \
/ ~ I I I / ~ ` \ \ \ \ 1 1 1 1 1 l 1 1 1 1 1 L`.\~\ / ~ \ IIII I I l III V ~ / / / ~ ARTNER L C ~ / /
~ ~ 4 I r J _ \ \ \ \ \ \ 11 I 1 115,~D Fl 1 1 } 1 1 I 1 \ `1 ~ \ / DB 7748 / ~ I G ! ' ~2 5~ 54 } ' 1 I , V AV 1 } 1 11 11 1 11 1 1 111 1 1 11 1 ~::i` \ ~ / / I 11111 / DB 7748 PG 7 / / / / / ~ I III \ \ \ ~ / , _ \ ~ / / \ / \ ~ / l ~ / ~ I 1 ~ - i / / / / / III \ D8 ~06'95~RG 2607 ~ / ~ , - \ / i 1
/ / ~ . J I ` II 1 II I ~ I I 111 1 1 1 1 li 1111\ ` ~ I - b /r \ / 1 \ ~ PIN 0734.0 / / \ ~ ~ 5,497 SY~ 7,6 SF I 5 I I l I I~ \ \ \ 1 \ ~ h ~ I II I ~ 5 32 SF ,486 SF ~ ~ I I I { l 1 I \ \ \ 1 / / I I . ~ ~ PIN 0734.02-75-973 / / I I I \ \ ~ - ~ / / / III ` ~ ` ~ l ~
/ I~ 1 \ s,327 SP ~ \ I I I I ! I 15 1 { \ \ \ 7~ 1 \ \ \ / / \ ~ \ / , / ~ ` \3g ` \ \ I 1 .7 ~ I I I I I 1 I I I'~ ~ 1 I \ \ \ \ \ / / 1 \ \ I PIN1# 07~'4~04-7~4 849 % _ _ _ _ , / I ~ / I I ~ ~ I / ~ / III \ \ ,1 ~ \ / I
~ 1 \ / 1 I I I I I I / ~I I 1111 1\\`\ \i\\/~-~"/ \ I \ ~ ~ ` ~ \ \ i / 1 I q I I I I I 1 1 1 1 1 \ \ 1-~-~ i I III \ J J
n I \ \ I I / Y6 I I I ~ I I ~ I 1 1 \ \ 1\\\ \ \ \ C ~ ~ 1 ~ \ - . Z 1 ' a \ \ , / r8 9 / I I 1 1 P I I I { ` \ ` \ - r / A / 1 S f^\ \ / I ~ ~ / I.. 1, _ ---off _ I \ \ ~ II'lfqq 1 1~1 III 1 `~~~--~-c \ I /
~ \ ~ \ , , / 1 f 1 ~ ! I I 1 I I ~ I I 1§,49 SF ` \ \ \ ` \ - Ih / / / I P \ ~ / / 4 III I I I ~ / -
_ I! 1 ~ \ ~i , / r 1 1 1 I I I I I \ \ \ ` 1 I\ / l,lhl ~ I/ / •1 / I t ~ \ \ ~t ~ I n \ \ ~ _ / / ~ / / r 1 r I I I I I I I 1 I \ \ \ \ I I \1 E , I I u / / / , 1 1- I 1 1 h - \ ~ ~ / r J I 1 I I I I I I I l \ \ \ \I ~ } 1 i~ I ~ ~ ~ \ \ ~ _ / ~ ~ \ \ / /g1'/ / / ;~ii~i ! 1 'f L \ 1.,/p'/J .2Q^^ _ \ /
I m - \ \ \ \ ~ , 1 1 I I I I Il'• 1 \ 1 1 1 ~ ? I \ \ \ LIJ hl II m \ _ / I r 1 1~.4i~8 r 1 I I x ~I I I { 1 \ 1 1 1 _ \ 111 \ \1'~ \ ~ / / \ : I \ - 564.,1 i \ -T / / / / / / .3?! / I II 11 ~ ~C \ -~~..,we_~~_- _ / / - - _ - - - / / / ~
~!I I 1'1 / r I I 1 I 1 I I \ 1\ I \ \ \ I I1 7- `l1 ` ` _ J ' / / / / / iiit?i` l ` III f l t \ \ ` ~ r - - / ~ / ~ _ j1 / / / / / I ~ 1 11 1 1 11 1 \ \ l__ ~ i (Qj r ~ \ ~ / ~ ~ _ _ \ ~ i ~ ~ /
N ! ~ I ~ \ \ ~ , 1 ! l 1 I I r 1 1 / / ~ \ \ I \ i I I i 1 111- \ - N 1 I -•+oo\ \ \ \ . , . 1 / I 1 SFl I I \ \ ? \ 1 \ \ \ \ \ I~_ `
I I D ` ` ` ~ / 1 1 / ~ l l / 4b81SF 1 \ ? ` 1 \ \ \ 1 - C~-_ _ 1.01 I I I DTI \ / I 7 / r / / / ~ / l I 1\ \ \ \ \ \ ``1 \ ` ~ ~ it 1.01 ! X11 10 ~ - ~ / ! III I 1 1 \ 1 _ ^ , _ ~ , / ~~Jy~
z I I n 5 SF , , / , . , 34 , \ w I , : ' f 1{ y 1 1 \ r// / / / / i 1 I I I I I I \ ~06 r J
~ - III I \ \ \ / 1 •-1 I / ! 7 / / / ~ \ ` \ ` ' I1 ll~\~ ~ ~ ` ~ ~ IS / I- I/ I ~ _-V-- \ / I I J 1 I / / / , / / ' r- ~ `5.~1 SF' \ \ / 1~\; ~ , _ 11 C /1 1 1 I I ' / / / ;i9• 1 111 1 I I I 1 \ \ -.Ay1 \ / / I i / I 1 1 1 ` / / / jtiltl 1 I I 1 \ \ ~ cr- / ~ ~ / / ~ I /
/ r I,X,~ I j1 \ I ` \ i / 1 1 1 1 1 J rj I ` \ mot, 1 I ` ~ ~q ~~,~'yl 1 _ ~i~/l I I 1 I ~ ' ~ / I Il I I ~ I I , \ ` $7~.r~4-SF__-_~ ~ ~ / ~ ~ L~/ J ~ _ N 1 11 \ / / / EId313 1 1 I I I 1 \ _ ~ \ ~ / / I
/ 1 I ` I 1 I J ~ : ~ \ \ \ \ \ \ ~ I I ass\`~ I I J ~ III I I q / / \ - \ ~ ? ~ ~ ~ _ / / / ~ /
\ \ - ( - I ~ \ ~ 5~758 SF / / I I 1 9F?i - ~ _ _ ~ ~ \ 11 \ \ i ~-1 1~ ~ f'~I I
_ / g I \ \ 7 / / / I ~ I I - " I- - _ - \ \ \ \ \ \ ~ /rte 1 I ` / _ I \ of / I I y / /
yy 1 ` \ \ ` ~ /
/ / I \ ` 5,914 SF I \ - - 1 \ \ ` \ .\IIII \
/ / I II \ ~ a I V \ \ \ 1 11 ~50~SF \.'Itt` \ \ . / I~r• I I ~ ~ ` 1 ` ` \I ~ - `.5,51 } \ 1 \ \ ~ .r u \ I I i tU: t 1 / I I
/ 1 I ~ 1 \ 1 \ \ \ \ I \ I ::s;:,x: • III \ \ \ \ - - , •~C-~ \ I ~ - 1 ~ I I I 1 - C - \ \ \ \
p 1 I \ ~ \ 47 \ ~ \ \ ~ 1 1 1 il> I III 1 \ ` \ \ / ` \ . \ ` ` \ \ \ ai<:: • III \ \ / ~ \ \ ~\r\ \ \
_ II I ~ _ \ \ \ 1 \ ~ \ \ \ / / 1 ~ I II - .`g ~ \ _ ` \ 5,51 \ 1 1 I \ \ } \ \I 1 \ ~ i \ \ \ I / \ \ \ ~ / / ~
1 ~ I / \ - ~ \ \ - 5,516 SF ~ \ \ I 1 1 \ \ g ` \ \ I \ • \ \ \ \ \ / / .1' ~ b I / \
~ I I I 7,7515E ` \ I ~ x,51 SFl 1 1 \ \ \ \ ~ ~ \ \ ~ ~ . \ \ \ ui
/ / 1 II 87 \ 1 g , I I I I ! I \ \ ` 48 . \ 1 I - . s l ~ \ - \ \ \ \ ~ ~ ` ~ \ \ \ 1 i.. W \ \ x \ \ \ \ \ \ I \ 1 y \ I ~ - - \ \ \
_ ' _ / 1I + 1 3814.SF-- - , , 5 , s,54r ~ I I 1 I ' I ' \ ` \ 7 SF' - N I~ i I ~ ' \ 787 1 1 I I I I I 15,11 SF~ I I I \ \
/ ~ X 1 1 I , i, v I 1 SF/-- I t I I k I I I I I I 1 / \ \ (~J II I1 1 1 - ~ . 74 ' ~ 1 l I 1 I I I {4, 1 / , \ . \ \ . I ~ / 1 l 1 \ \ \ \ \ \ \ ~ I \ \ ~ \ / 1 I \ \ \ ` 1 / I \ \ \ ~ /
\ ~ / III I w 1 1 - ~ ` 1 , / \ Il 1 I I I I I 6D 1 j / / \ \ \ ` - _ . / / ~I I I I 1 , ` I 6,0 6 sF / ~ ~1 1 I I I I I I 1 / / J I l } \ \ I 1\ \ \ \ \ \ \ \ I r 1 ~ I / \ ~ 1\ ~ \ " 1 / 111 \ \ \ \y ~ I I ~ I f ~ \
I I 1 } 5 \ I ~ / i\ 1 I I 1 , I 15105 1 1 1 ~ 1 I ~ \ \ \ I ~ \ I I I I I I I 1 / l I \ I l u I I I I~ 1 I I 1 I \ \ \ I 01 I 1 } 1 ~ \ Y13Lb I / / I p,D7 SFl I I I I I ) I
III I 1 1 I 1 11 1\ 71 1 I 1 I I i i I I I I I I s 1 \ ~ 1
\ / / II I 1 1 I I 916 SF ` \ 1 ,476 6F 7 l I I I I I I I 1 1 1 I 1 1 1\ ` \ III \ I 1 \ I ~5j` 1 1 1 I 1 I SF I I I I I 11 I I p' \~I \ \ k) I I \ \ V 1 \ 1 1 / f / / / \ \ / \ ~
\ ~ ~i- I I 1 1 \ I 1 I 1 I I I I 1 I V 1 1 1 I I \ I IIII I \ \ 1 11 ~ .h • \ \ I \ 16,9071 SF I 1 1 1 1 1 1, 1 1 1 I I I I 1 \ \1 , II I \ \ \ ~ \ . 1 I I I I 1 I I I I J, I I I I I\ I 1 1 1 1 I } 1 \ \ \ I \ \ I \ \ , , , 111 / ~ / / I 1 ~ I \ \ / / ` \ ~ ~ +1 \ I / N I ~ \
\ - I I III I \ 5761 SF } ~ \ 1 I I 1 I I ~ 1 I 11 sl I I I I 1 f i l l } 1 ` \I \ ~ I I I \ ~ I \ I I I I I b I I I 11 I I I 1 ~ \ \ \ \ I / \ ~ I ; \ \ \ .17.E / / / / V I I I ~ ~ ~ ~ \
~ _ \ ! ! I I I \ \ 11 1 \ ` ` \ \ ` I\ I II ` I I j I I ~ 17,937 SFI II ~ 1 I 1 ~ I 21 11 \ 1 I 1 I \ 1 1 1 ` \ \ 1 ` I I I I I / I I \ J I \ I 1 930 \ ~ \ \ \ \ \ Y / / l \ I \ ~ ? \ \ \ ~ _i /i ~i / 1/ I I t \ I ~ \
/ / /I O~ 1 I I 1 V A \ A V A v v\ ~ V A I I I s7 / 1 1 I ~ / ' 1 ` v / / I I 1 ~ \ \ \ 1 \ \ \ \ \ / I I I ! 1 \ 1 \ \ \ \ \ \ 1 ~ \ y \ _ / 12,97, SR I 1 \ j I \ \ 1 \ \ \ \ \ \ \ - ~ : ! / / / 1 I I \ \ \ ~ \ \ \ I 1 \ / / ! \ \ ~ ` \ \ \ 1 y~. \ \ \ \ c~ / / I I II I
/ / I ~ I~ I II \ \ ` I - s ~ ` \ ` \ \ ` I I I I I \ 11 1 11 \ 1` \ i / I . v v - I I I I I 1 1 I v v ~ ~ ` 1 \ /III \ \.i ,,///l f /I i i 1 j 1 I I 1 / ~ \ ~ \ \ \ 1 \ / / I \ \ /y / / I I I ' Z \
/ / ~ / 7 I D I ~ } 1 \ \ \ \ ~ i I 1 1 II I I 112 11 \ . \ \ ~ \ / I \ ~ / I I I - \ \ ~ \ \ \\II / ~ ` ~ __I]` ~ I I I I / I I I l I I N I\i ~ \ \
/ / (n 'a - L93 \ \ 6 ~ \ \ \ - 1 1 I I 1 1 \ 6,798\ \ / / / / I 1 109. \ \ \ I I 11 I II II 6;~201SF \ \ v , \ \ \ 11 \ IIIV / 1 \ \~r ~ I I\,~ I it I I 1 I I 1 1\ 1 \ ` \ I \
~ / / / ~ / 1 ` \ 1 \ \ \ \ 1 C ~ \ ~ / , / ~ II \ 1 1 1 \ ` \ \ \ 1 I 1 1 ` \ \ I 1 1 } 1 1 1 1 \ \ \ \ \ ~ \ \ ~ \ \ \ 1 \ \ \ \ ~ : \ 1 J 1 ~ l 1 \ \ \ \ I \ \ \ I \ \
i ~ / II \ \ \ 1 1 \ 1 I ` ` \ { 1 1 ` ` I I \ } 1 1 } 1 1 1 I 1 \ } \ \ ~ s\ .I \ ~ _ ~ / ~ / 1 \ \ \ \ 1 \ , . 1 \ • . • . \ \ 1 1 1 1 ~ \ ` / I I i 1 , 1 1 , , I \ I~ 1 19 \ ~ , 23 ~ \ \ \ 1 ~ i 1 1 m\ d I \ \ \ \ \ ~ \ \ 1( 1 \ \ \ \ \ I \
/ / / = I I } ~1 \ \ \ \ \ : • : to 1 1 \ \ ` ~ I 1 I I 1 1 I I 1 l \ \ \ ` , ~ \ ~ i i ~ / I 1 \ ` 1 1 \ :.1.1 \ \ ~ 1 1 \ \ 1 I i I 1 1 1 \ ` \ ~ 57~SF\ \ ~ ~5, 72~F / ~ \ ~ \ \ \ 1 \ \ \ \ \ \ \ \ 1 Y 1 \ \ Il`V \ \ 11' ~ ~ I I I I I
1 1 \ \ \ I \ ` ` \ \ \ \ \ \ \ 1\ / ~ \1 ~ III \ \ \ 4` \ - \ \ \ \ \ } i ~ \ t~ \ ~ \ \ y\ _ I III \ \ \ '4950• \ \ w ~
_ W I 1 1 ` \ I I ,os SF\ O a 13 141 ~ , 1 116 1 17 ~ ~ ~ ~ ~ , Lil \ 1 1 \ \ 1 ,I• \ \ \ \ \ l 1.1- - _ I 1 1 \ ~ ` ~ , \ 2 2 \ 11 1 ~j7 11 11 ~ \1 a ~ ~ 1111 \ \ \ \ W :I\: \ 1 1 1 I 1 1 l \ /j \ I \ \ \ \ ` \ ~
_ ~ , N~F- I ~ 1 2 1 \ 1 } 1 \ \ \ ` \ ~ 5;776 gF 5,5DD SF 5,5001 SF 51514 ~F 5,75 SFI ~ 7y20 sF ~ ~ ~ ` 8 Sf' _ i I p, ~ 5~ \ 6 5 S~ 1 1 \ \ \ \ / / 1 I 1 ~ \ \ \a\~ ` `8 SF` \ 1 \ ` 8 Sf'\ 387$ s~ I 1 ,11 SF 1 ) \ ` \ I/ 'Io I \ \ \ Q ~ m 1 ~ 1 1 \ Q \ \ V~ u ` \ \
Rp~~~OHNSON FAMILY LLC ~ I I I , I 1 , , 1 1 \ \ I I 1 , ~ •s,32's'SF~ I , \ \ \ ~ _ 1 I 1 \ \ ~ ~ \ \ \ \ \ 1~ \ \\Tti' ~ 11 \ 1 III ~ \ \ \ \ ~ \ \ I -
1404 ` I I 1 / ~ J I I I \ \ \ \ \ \ \ . - 1 J 1\ ~ . DB 84.8€3~PCZ \ _ I I I I 1 I I I 1 .L~. p -~~I ~C / I 1 1 ~ ~ ~ ~ \ \ ~ \ //cc~~ C \ \ \ \ 1 1 I \ \ ~ \ \ \ i\ ` \ \ ~ I@I pI I U S ` ~ \ \ \\11 111 ` \ \ \ \ 1 1 \ \~U ~ ~l ~1" ~ \ \y \Y y` \ \ l 1 1 \ 1 1
/ - - \ \ I I , / ! , I I i I I I I \ \ \ 1 1 4o TYPE ~ ~LRi•*G\1S X0093' 1 I I . ~ , ~ , ~~jj \ \ PtN 0734.02-67-8756 I \1 1 / / I I I ' I 1 I I 1 I \ I ~ o,, \ \ \ \ \1\ ~ ~ \ \ \ \ \ \ ~ `~\11 \y \ ` ~i~ \ \y1 1 1 1111 \ \ \ \ \ \ \ \ ~ ~ \ 1 1 1 \ ~ \ \ \ \ \ 1\ 1 II 1 \ ~ I I GRAPHIC SCALE
' , l! \ ~ I / / \ \ \ \ \ l 1 133=' I \ \ - ~ \ ~ ~ ~ \ \ \ ` ` ~ \ \ 1~` / / / 1 1 1 I I I I I I I \ ter, \ \ \ \ 1 11 l 1 \x~ I . \ \ \ \ \ \ \ \ 1\ \ ~ C.~~~ \ 1 \ \ \ ` l 1 11 11 1 1 } 1 l 1 ~ 1\r 100 0 50 100 200
ZONED: ORD ~ ! , 1 1 I I ? I 1 ~ 4- \ \ \ ~ 1 , \ ~ - ~ ~ _ ~ ~ I v , \ \ \ ~ ~ / / ! / 1 11 III I s_ / > ~L> , > > \ ~ , , \ - \ ~ I / I ~ 1 1 1 1 _ _ ~ \ \ \ ` ~\C~ \ Y ~ ~ \ y\ \l 1 1 \ \ 1 1 1 1 \ y 1 1 1 \ \ I I , \ ` ~ ~ \ \ \ gyp' ~ \ f ! f \ 1 1 1 1 1 \ 1 1 l 1 1 1 ~
~ II il/ I I I ~ \ \ \ \ - I \ I ~ 1 I I \ \ \ \ EAS M ~ } \ \ 1 1 1 1 \ \ \ \ 1 1 1 1 1 1 1\ 1, 1\ 1 1 I I ) 1 1 1 1
I 1 / ~ / \ I ~ ~ I I I 1 I \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 \ 1 \ \ I,J 1 y \ ~ } ~ / I I I 1 11 \ 1 1 11 \ '-'1- - 1 inch = 100 ft.
! ~ ~ \ 1 \ \ 1 y \ \ \ \ \ \ \ I \ 111 I I I 1 1 \ \ \ \ \ I \
I ii I / / 1 I I I ~ ~ \ \ \ \ I I ' I I \ \ \ NSF \ \ \ \ \ 1 \ \\ll f \ 1 I \ ` Illf ,111 \ \ \ \ 11 \ \ \ 1 \y 11 ~ ` \ \ 1 1 _ 1 / ` 1111 ~ y \ ~ } `y 1 1 I D
I i I ' / ! I / I I \ \ \ \ \ I/ 1 s I w I I ~ ALMA M. STITT \ \ \ \ I •rl / \ 1 \ \ _ ~ \ \ \ \ \ \ \ 11 \ 1 1 1 11 \\\S \ \1\\y\ 11 t III--^^ \I ly~\\\ \ \ 1 1 1 I oo°°Qeoo°oooooao°°° ~ \\\\111\ \ \ ~ 1 \ \ \ 11 11 I °o CA °o
I I~ I ~ ,o I I I I \ \ \ \ \ \ \ \ 1 \ \ 1 \ \ ~ 1 1 1 I ~p I I ooeoo°oo°eo ~ \ \ \ I 11 1 I 1 1\ \\y\ 1\\\~~ -^~\1111 1 111 \ II a0 A O°o° `SS~ °u~
I , n / I I ! ~ \ DB 2017 PG 533 \ \ \ I 1 1, / / I I \ \ \ \ \ \ \ \ 11 \ ~ Uljd D ° °OFI. Q ° \ \ \ ? \ \ I III l \ ! ~QUU e o Q~ o e
I I I I I ! I I \ \ \ \ \ \ \ \ ~ ! / I \ \ PIN 0734.02-66-3246 1 I , I I I I \ ~ \ \ # \ I \ \ Q ~ \ I I 11 11 1 1 1 1 1 1 1\ ~y 1\\\ 11111 11 1 1 l l l l ° o e \ \ \ u , , , 1 ~ , . \5 o I 1 , I II 1111 1 1 1 ! l 11 3fNa.. SEA °
1 I II II / I \ \ ~ \ \ \ \ I I I I \ \ ~ ZONED: R40 I \ \ \ 1 I 1 1 1 I / I ""TW X11 11 ~1 \ ~,1 1/,~ ~S TY ° \ I ~ ~ n I I T ° 1 11, ~ a 259 ° o \ 1 \ y ~ \ °
' III / / / / / ! \ ~ ~ \ 1 °o l1\ °oo' "V I oo° \ o°
111 I I / / / ~ ~ Y i- --'C --'---cJ- -I I 1 I 1 1 o, ,o I I 1 \ , ~ 1 , 1 A. BER o0'' a7 Z7 06
t I II 1 I I / / / \ \ \ ~ I 1 ~ \ \ I I 1 , Iu ! / / / \ \ I 1 I I \ 1111 1 1 \ °0p°o oaooo
ti 1 ' tt 'A' IiN0%11~1 ~I.11
No. Revision Date B Designer W&R Scale p i
1 = 80 Sheet No.
0 o Drawn By Date HIGHCROFT VILLAGE SUBDIVISION
JAB 07 27 06 SITE PI ITE PLAN & DRAINAGE AREAS WITHERS R"ENEL ENGINEERS I PLANNERS I SURVEYORS
~ Checked By )ob No. i 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
CARY WAKE COUNTY NORTH CAROLINA c JAB 204191.0 i Y

wo • auaneasla iM•MnnM : a~ [ eui ae vo 'tied an~~d ueua~oeW t t l b'NIl0~Jd0 H1 ~0 N o I yi, 8009-L9~-646 Ob££-696-6t6 I t l5 Z J ~ 4 N IHSNMOl ~1b0 811HM ds64oa a3w H1 NON ~11N(100 3~IbM d
'oN qo( +69 Pa~I~a40
S.b0A3A~1f1S I Sb3NNtlld I Sa33N19N3 90/LL/B ('Sl/03W
aaep dg uMe~a
'oN ~aa45 ,OOd=„6 50-1M alz~S auteNBuiMe~a ~8 2~L'Q UOISIAB~ •pN
89'x• ~
yL .
~f~~S~Q~ .~lt~~S;~~-~~~: x:91 •
X99 d~M ~9'O~~L~OZ 6~ 6699~bL ,l~'6L 08'Z91 L8'S6 ,~b0 O6 ,Z 1 ~6 ,~6 Z81 ,9~'c NC?fi~1~6~8(1~ ~~~b 3H ,9~'SL
1d 11 299 dlM 99'9t9L~OZ 68 Ol99tL HOfH HO 1S 909 d~M 08'6-b9L~OZ L8'8Z99~L ~Z~ _ _ _ 004 ooz o ooa
O1S90911610009 d~M 90't~'~'L90Z l~b'9Z99~L
Zl0 l0~ d~M ~9'9Z~L~OZ 6~99bL
t95 d7M Z6'96~L90Z OL'669~~L
0 `'~L99bL ,8f 555 dlM 9L ~L 6L~OZ ~ 88't l9'6 ,
X99 d~M 89'9~blL~OZ 60'0699~bL ' ?~BN 8l(ld d8d.~(18 8S~8N in
Zl0 ~ 6~ d~M 69'6~b 6L90Z 6~'t999~L ~ 18'bS 18 8 b(10 8 8b' S
Zl0 Z6~' d~M 68'9~b6L~OZ ~ti'L999~bL
~bL9 d~M 69'~b.~6L90Z 60'Z999~L N W09 SdbW d0 X1008
~L9 dlM ~L'6-blL~OZ ~8'L999~bL
ZL9 ~lM L9' l9lL~OZ 8~'9999tL ~ t~0 06~ d~M L~b'99lL~OZ 6~'0999~L N '~d ~~bd
OL9 dlM 06'Z66L~OZ 96'Zti99~bL cv
6L9 dlM 99'8L6L90Z ~9'6~b99~L 6~b86-~L-tiO'-b~LO #Nld ~ '80 X1008 088
Z~0 609 HAM 09'~'86L90Z LL'6999~bL L09Z Od X6901 80 ~33d ~33~'~ ,
9l0 809' HAM ~b~'96 6L90Z 6~'5999~bL 0~1 d3Nldbd ~db~ ~ b8db SaNbl18M N
955 .~~M 0'96 6L~OZ Gg'L995~bL J H~ is sos dim N 495 ~lM J
L95 d~M 6Z' 6 6ZL~OZ ZO'6999~bL S95 j1M ld BNII ,l1 b'8d02~d
899 d~M Z~b'9ZZL90Z Z8'8999~L L9S ~lM 995 jlM
Z~0 L0~ ~~M 09'tZZL~OZ 6~`Z999~bL fss ~u~ ggS j-~, s9s ~,M HO lBNNb'HO
699 d~M 69`L 6ZL90Z 96'9~99-bL 1~'os Loss zcs jlM ~tl fl0 ld 11 Z9S .~lM OLS dlM fL5 dlM id'OS 89 899 ~~M ~b9'9~ZL~OZ 86'~~99~L Z# b3db lLS d1M
1# b3db Zl0 90~ dlM 99'9~ZL~OZ 68;~b~99~bL SaNb113M >c5 ~,M 00 1S 1db1S
SaNb113M L99 ~~M 08'~b9ZL~07. 6'b 9999~L ~ HO ll 94S dlM N 11 01 811
655 ~lM 9Z't9ZL~OZ 6~'9999tL . - ~ c4s jlM .
' - cos e,M 9~0 909 dlM ~bti'L9ZL~'OZ 69'9~99~L _ ' ' ' ' ' ' d88W(1N ONb
'099 ~lM Oti'LLZL~OZ 68'1599bL s4sd,M. 645 d'1M 88 lM OblB SONbl18M y..
995 d~M ~ 6'Z8ZL~'OZ 8Z'9~99~bL ' • ~ ' H~ 11 OS5 dlM
9~J ~b09 :~lM 80'98ZL~'OZ Z8'Zt99~bL 6ss ~,M Z05 11 fl0 Elf j'iM ~ 1 NIOd 0810dW00 0 ~z~
699.~~M Z6'Z6ZL~OZ 08'8~99~bL 1ss e~M l~ a~f ilM ~ aN00.~ 8dld NOdI
~~0 909 d~M 6L' 66ZL90Z 99'L999~bL ass ~~0 Z09 HlM 69'80~L90Z OL'1i~99~L L55 HlM
zss ~lM 999 HAM 85 ~ 6~L90Z L6 8299 L
095 d1M SSS dlM fSS SM Z~0 ~ 6~ ~~M 89'92 6L~OZ ~-b'~b999~bL '
6~0 ~ 69 HAM 00'8 ~ 6L90Z ~L'L999~bL 459 ~lM
~~0 56~ HlM L9'606L~OZ 98'9L99~bL
1.~0 9l~ dlM 98'~60L90Z 86`1.L9.9~bL N f90Z 9d LB6l 8W (30af10S) 90~ 9d L~BL 90
g95 HlM 8L'9Z 1L~OZ Z~' 6695~bL N (30af10S) 00£ 9d L£8L 80
Z99 dlM 99'L60L90Z 98'9699~bL ~ ~S30N3a333a 0330/ddW
9~0 L 6~ d1M 80' 660L90Z 86'6L9S~bL
~b6` 899tiL - - ~ bl0 869 HAM Z80L~OZ Z ~L6L gL ZO •b~LO #Nid 'tiooa 'b1 Made No l3N~nva
699 ~~M 9t'ZBOL~oZ o~'9899tiL LOZ Od B~bLL 8a ~ ~ Sa3H11M d8 031e001 O131d ONe 4002 !lade NO
Z09 11 ~l0 6 6~ d~M LZ'990LgOZ ~9'8L95~L 011 S1N3Wldbdb ,ldb0 1S~M 6~9 d~M 6~'996990Z 69'8999~L 03~PS ,l8 031e3N1130 3a3M SONV113M '9
N 8~b9 d~M Z6'tr96990Z ~6'9999~bL '350!0510 Ol(lOM HOae3S 31111 ll(id e 1bH1 526311dW ~lNt/ Ol 103f8f)S 38 ~leW ONb' 1a0d3a 37111 e d0
L~b9 dlM 66'0969~OZ 60' 6999tiL lId3N38 3Hl 1(1OH11M 03ab'd3ad Sb'M .13~1afiS SIHl 'S
HO 11 9~b5 ~lM 9g'9569~OZ ~b~` 6999~L 'S30Ne15f0 ONfI0b9 lelNOZIaOH Sae 530Ne1510 lle 'ti
HO 11 095 dlM ~bQ'096990Z b~b'9999bL 'Z6/£0/£0 03SI~3a ONb'
H~IH HO 1S ~b09 HAM 98'9~69gOZ ~9'96~9bL 060-9L-ZO'~~LO #Nld ,66'066 3 „ZZ,L55L N LZl 03HSIlBnd 15e1 Se 306100fBlL£# deW Wald aid ,lL'Z£46 M „0£,£'£.00 N 9Zl vaaa Oool~ e NI O~le~ol 10N sl ua3doad slHl 's
MOl HO 1S 905 dlM t9'L98990Z. tiL'68ti9~L ~90Z Od L861 8W ,96'64! 3 „40,62.68 N SZl 'f'8 OVN ORp ON SI 9NWV38 d0 SISVB 'Z
1011 Z~0 X19 ~1M 60't~gLgOZ Oti'O~bZ9bL 00~ Od L~8L 84 ~ ,08'665 M N4£,££.00 N 4Zl
10 Z'ti69 d~M 9~b'L99L90Z. 86'L9Z9~bL ~~ne '1 Nd3d ~ ,24'48[ M50,01.68 N £tl 'OOH13W 31VNIOa000 d8 03Lf)d1Y00 SV3Md 'l
~ l0 6'-b 69 d~M ZZ'9~9L~OZ 98'Z5Z9~L ~~b'9~Z9~bL ~~ne s~b3s Hln~ o 3 r~4roo s atd ~S310N r
~ l0 t 69 dlN1 09'L~b~L~OZ g y ao 68 5~Z9~L J ~ ~\N ~ l0 ~ l9 dlM 6S~L£dZ ~i , ,49'8St M „4£,62.92 S !Zl
t ~0 219 dlM 6~b'1L~L~OZ 81'L9Z9~L - - - - - - - - - - - - - - ' ,Ol'96l M ~ZZ,lS.99 S OZ7 ,lL'S0Z M „40,62.04 S 6dl
'9L9L~OZ Z~'S9Z9~L ~ l0 1.69 dlM 9~ / 0 0-b~ ~O~NOZ ~ ,8C9f 9 3 „92,24.10 S 811 8 31 V0 6£9f-l Sld ~N 'NOSa3H~10 '3 13dH~IW
9 ~0 069 dlM ~b9'989L~OZ 6~'Z6Z9tL n g~Z -c 9tiZ~-99-ZO'•b~LO #Nld z£ra6 3 0425.98 N T'~ Ldl
z,o s1s elM ~ HOll Z~0 809 d~M 9Z'Zti~bL~OZ Z9`60~9~bL ti ~ u 4 YJ Zl9 !1M ~ 4X1 tt9 j1M 4~ o.do s 2~ h' b ~~8 Od LIOZ 8D ,064'[62 M „ 6,L 9ll
Z l0 609 ~1M tZ'B~tL~OZ 6~'~Z~9~L f,o i•4t9 f~«9~' 111 94'fiddd M ££LO.dO S Sll ~ ~ 1111S W dWlb ~y3S ~ 1V1N3WN0211~N ~ IOS d8~ 031V NI730 Se
HO 11 L09 ~lM 9~'86bL~OZ ~bL'98~9~bL f b z•4l9 ,9Z'SSf M „8£,LO.IO S 411 ~ Sb'3bb' 1dN011010SIdM 404 N01103S d0 SNOIlb'OOl .~~N 4 ~g N 3H1 S101d30 ~1131b'Mfl00e ONb' `NOISl~a3d(1S
t' 6~9~bL c ,a c1s ~u+ b 909 .~~M 89 ~ 69L~OZ 9 ~ ~Nll /1 ?~1 01 ,99 454 3 „ O,LS £l l qty g~y~ 2' W 0
HO 11 909 d~M ~0' 6t~9L90Z Z 6'S0ti9~bL Hill Zl0 909 !lM • • £ 1~ Ot9 j1M M 6 04.00 S ~ ~ a30N 0321Vd3dd SVM db'W SIHl 1dH1 d311Z130 ,2[;4'09 „ Z, Zdl ~Ny ,(83a3H 00 6~'9C-1 'Sld ON 'NOSa3H010 '3 i3NH01W '1 ,96 89£ 3 „L£,5Z.L8 S l l7 p11N
HO 11 b09 ~lM t8'609L~OZ ~b 6; 68-b9-bL - - #Nld ~6~8 9L ZO DLO < ,84'61 6 3 „66,££.00 N O d l
X09 d1M OL'~bZ9L~OZ 09 L6~b9~bL ~~LZ Od 2618 80 1 le~os ~40f 209 dlM L~b'999L~OZ Lti' 6~99~L Z ad co•o ,49'606 d 3 wZ6,S£.00 N 6l
609 dlM 99'699L~OZ 90'9999tL 3~na 'S OU1ba 909 > b3db ,£9'£64 3 0£,6£.00 N 87
l 8 ' 9L90Z 90'Z999bL N z to sos e,M kill 009 d M 6 ~8 SONb113M ,LL'659d M „24,02.00 N Ll a o
Z~b9 dlM 69' 6•bOL~'OZ . 8L' 6~b ILL ~ u cos ~,M M 90 4£.[8 N } 0 ,64LZ 91
9~b9 HlM 98'~~'OL~OZ 00'~b~b 6LtL tv ~ ,69'69' M „94,04.[8 N 67 all!1 N
HO ll 509 d1h1 J lb9 d~M Z~b'~~bOL~OZ OL'~b6lL~L ~ J ,5£'209 3 u£6,L1.Z0 N 4l awoN ,64'6! l M „5!,96.08 S £1
t~b9 d~M 0~'9~OL~OZ 96'~b06L~L ~ / Nll ,11213d0~1d SI 3 ,6L'L8l M uZ6,Z0.4L S Zl
009 311 9t~b ~lM 69'9ZOL~OZ LZ'L80L~L ~ 'r' u 409 H~Nb'~J8 d0 3NIl~l31N30 ,lZ'S8 M „86,lS.18 S ll „yonuoW uol~oaulla0 spuol;aM slaaul6u3 }o sdro,0 [866
O~b9 ~lM L~'L~OL~OZ 9~'~80LtL yl~~~~ O1 f : -r. sros ~ 30NV1SI0 N011a3a10 3NIl ay; budz!Il;n apow soM uo!;ou!uaaa;ap sly! 'a;op s!y; wolf s~Aaf anl} paaoxa o; ;ou po!aad
005.~1M Z9'Z~OL90Z 90'~LOLtiL ~ • 1M 9~b'Z~OL~OZ l~'~6LOLbL ~ , ~ lj•os fof~ 699.4 ~ o lob uodn paldau aq ~(oua uod;odpsd~nf 404 uod;oaS ~o uo!}ou!w,ra}ap s!y; 'suo!}odn6aa paysllgnd I 3~8b'1 3N1~ uno uo mod ay; ul abuoyo o sl alay} ssalu~ 'a}op sly} uo paub!slapun ay; ~fq pauluua}ap so
i. av fo'o ~ ~ 899 .~lM 8Z'8€OL~OZ l0 890LbL ~ ~ ~b# b3db }~o ~a}oM uoa10 ay} {0 404 uod}oaS o} }uons~nd pa;oln6al 'spuol}aM 6ulpndow '•S~N ay; }o slaaoM
L6 Z90L~L ~ ~ • • L99 dlM 90 ZFOL~OZ ;o soa~o dlo spwol;aM uo ,S,n ay} ~o spa;oM so sal;!;uapl }odd sly} ~o ~(doo s!y} ;oy} sal;!}aao sly!
zo9 SONb113M 609 dlM 96'OZOL~OZ ~Z'690LbL
69'9ti0L~bL 1os ~i a 209 .d~M 9~ ZOOL~OZ ~31d~1d11213~ S2133NI9N3 d0 SdaO~
999 d~M 96'OZOL~OZ l.~'6ZOL~L , -,dll OD9
805 dlM ~b8'OL89~OZ 88'~Z69~L 1
L09 dlM 5L'~b889~OZ 99'8~69~bL '
909 ~lM 6 6'9 6~69~OZ Z6'9969ti1 , 31V~5 O1 lON
909 d~M 9Z'L969~OZ LL`9L69~bL ' ' %n ddw ,~1iNi~1n
X05 HAM 89' 1869~OZ 86 ` 190Lt~L ' ~ ~ 9~9 ~~M 9~b'800L~OZ l9'9lOL~L ' '
~~9 HlM 68'L669~OZ LZ'OIOL~L ~ ~ rn
~ ~ ~ ~~9 dlM 98 6869~OZ OL 9869 L ,
Z~9.~lM LZ'9969~OZ Z8'~969tL 00 ~03NOZ '
6~9 .~lM L6'6Z69~OZ 66'Z~69~bL 888-9L-ZO'ti~LO #Nid ~ '
l Z 9l'~Z69tL ~ 0~9 d M L0'8069~0 W ' s15 d,M 9~ 1 Od\6L61 8 9t5 ~,M 8l5 d1M
625 d~M ~8'9889~OZ 96'6069tL ozs e-M 8ZL Od\9L~5 80 lZ5 jlM LlS ~lM v z LlS 31M ~
t~ 69 dlM '::98'6~bL990Z ZO'8t89tiL 3~N3.~ ~ zs flM . dIHSd3Nldbd ON b ez5 e~ . _ • • dd
~ 69 dlM ~Z9 9LL9~OZ ZZ X989 L 3~N~ r s1s ilM bOOSSb ~OaId1S3M ozs e,M . 9lS dlM s
~lS ~-iM 0~' 96L9~OZ ti0 ZL89~bL S31 ap ~p ie~os ssos ggL5 szs ~u+ • 4ts ~lM ~ LL5 d7M fly !lM StS jlM 6 69 HlM 99'2 689~OZ 88'9889tL d\N o w 1z~o ez5 ~ z~s dlM S tS j1M 1191 !!S Z y ~ S3dNN
~ c+, 5# b3db 929 ~lM ~9'L~89~OZ 60'9L89~L 6zs j • sos n~+ "5
9Z9 dlM ~9'~~8990Z 90'9889~L $ONb11~M of5 ~ ~ o1s ~ t J
Ifs 'cos LZ9 ~lM LO'Oti89~OZ 60'~689~L
069 d~M 00'9 89902 08'6689~L zfs ~ /'1 '
609 dlM 6'b' 658990Z 9~'O f.69~L ffs ~ • ~ /V
8'6689bL o 8ZS dlM lZ L989~OZ ~ 4fS !1M r
'b 1M 8'9 89~OZ ~b 6'~C89~bL IL9l ~d tlLS 80 5fs ~x • • ~ ZS H 9 9 rn /1
~Z9 d~M titi'9~89~OZ t l'0989~bL 1N3W3Sd3 3NIld31b'M 9f5 w" ~ o ~db0 d0 NM01 s zos ~ . N Z
ZZ9 d~M 00 9 689902 99 ~989~bL Lf 629 d~M ~L' 68L990Z 9Z'L~89~L 9fs !lM ~ tos D
6£5 ~'M DOS d1M OZ9 d~M 9L'8#~;L'9~~OZ Z9'9~89~bL M ad0~ d0 a4s ~w, • ~ 3u 544 elM
~ 6' 9.`',.: 0'9 89tL ~ 3NI12131N30 6 69 d M 8 9ZL ~OZ 9 ~ 0 14 44s _ _ - _ ~
9l9 HAM 96 6~L9~'OZ 9Z 9~89~L ~ s - _ _ . W d ~J ~4'M
y 6~ -j M y l y 6Ly~- UG GL MS IVL -h r
8lS -~W 669KOZ Zl X89tL zrs JIM TVs dw _
L L9 J W.. ti9'669KOZ LO'2289-VL
OS30 ONI1SV3 ONIHIaON L [ l -
_ s3 doH - - _ l0
S1NIOd ONbl13M - - - 7,79 [ ~S O V08 OHS

- / I I I / I 11 ( I ~ 11 1 I / - I ,i i' , l ,
/ I I r ' / / I I / / r ( 1 ~ ice/ / ii' / ' 1 , l / ~ I l ,i'' ,i / , /r , / l / /
/ I ~ , / / ( 1 1 / , / / i ! / , / ~ / r /
, - / ~ I / / r ~ 1 1
- L1GkfSTRUM BJ~~ SCRE _ ~ ! I ,rl r r r / I t r ~ / , ~ 1 / l , ! / / ' r / / / r , /
_ i ' r I ' 1 ~ i rl , rl rl ,r l r , ~ / , ~ , ~ , / l l l 1 r / / ~r r / ,
_ i I i ' ! / ! / w~' r - ,r;k,"° , ! I ' 11 i i ,l i i / 'l r r / i / l ~ / l ~
/ / / / / 1 / 1 J~ i ~ / i i'/ % lr 1 / %l % i l I l / l I l 1 I j r t / / / l ~ J Il 1
, 1 l l / / rr! I vv / r ~ rr l l / , t I \ / , / / / /
/ / ! / ' / ~ r 11 ~ \ I / / r / l ~ ' I1 1 ~ r i IGU/STRU BMP'SC ,EEN 5 O.C.
- - I , ~ , / r 1 \ ~ \ , l l r , / r\ I I l r l l
• ,I ' / / , / r 3 - I / / / / , ~ I / / , rll~ \ I I r ~ / , / r 1 1 / I , , / / rr , i ,
I / , / / / / / / ' ~ l 1 I 1 / l 1 r I r
i ~ ~ I I ~ I I ~ I i 1 I ' / i'' / I I r I r I I % I
I / l r r - - e< / r , r r /
/ / / / / ~ r' ,i r/'/I i I j I I I I ~
~ ~ i I , / 1 1 I I I I I I I ' ~ ~,i - it I I / I I 1 i i
, ~ ' ' ' / III I I , I I I I I I , III 1 ..l - 1 , l I I I
_ ' ~ I l '-'J . 1 / ~ I 1 / III ~ • . / / I 5 1 1 ~ ~ ~ I
~ 34 / r ~ I I I I
f" ^ ' / ' ' / r' , / / / , , , , / / - ter' ~ / , ,
I,' ,r , , , / , , , / , / / r a / / , , ' / r '
r' 4~... / / ~ , / / r / ~ , , ~ - , , , , _ ~ , ..y...y...~ . I I I
' ../...,...f.. I I r 1 ~ \
j r / / ' , 111'/^J ' \ - / / / / , ~ lI / , N/ / , ~ / r' / r r / / , ' , 11 ~ i' -i , I 1 1l \ / ~ ~1 ~ ' I I I 1
/ , , / / r / / / , r~ I 1~ 1~_~I / / / , !~i HIGH MARSH f 4,620 SF ~I~~jll I I ~ , \v A
' ~ 'r ~ HIGH MARSH f 1 960 SF ' ~ a, ~ \ 1 \
r , , , / / , ! 1 I LOW MARSH f 4,620 SF i- ~ - I \ \ \ 3
, / / / i ~ / ! 7 ~ r - - LOW MARSH f 1,960 SF r r r ~ 1 \ r r I \ \ \ \
, , , , , , /i / I \ \ ~ \ \t OPEN WATER t 3,960 SF r \ \ `1
,
" / ; ; ; OPEN WATER t .1,680 SF r t / ~ I - \ \ \
~ ' I r I - / / I '~yy / 1 t ..'.'L-.'.'.-.'. ' \ ~ ~ \
/ \ / , ~ ' i I / / , / / ~ r / ~ t r ~ ` .I
, ~ / / ~ ? 1 / ' ' / ' / / '
~ ' ~ ' ~ % 1 ' , r / , , / 1 / ,r ~ / r , 1 / ~r I ~ ~ I ~ r \ \ ,
, r / / , I / / / DIME EL .1.....1..... • DIMENSIONS ELEV.
' \ ~ - .;-qq5 \ ~ w NORMAL POOL 13 200 SF 342.00 - J 1
~ , ~ NORMAL POOL 5,600 SF 373.00 \ / ~ ~ ~ r / / \ " ..Il.....~`.....1 \ - ~ - TOP OF DAM WIDTH ' , . . \ ~ 8 345.00
~ TOP OF DAM WIDTH 8 377.00 ; , / / ~ / , \ ~ X 5 -J ~ ~ ANTI-SEEP COLLAR 54" 4"
/ ANTI-SEEP COLLAR 48 x 48 , ; ; I , i \ ~ , , i - ~ ~ ~ ~ - - ~ -••i - - • 1-YEAR STORM ORIFICE 2.5 342.00
/ ~ -YEARS 0 IFICE 1.25" 373.00 'I ' \
r' / / I _ 39 TOP OF ANTI-FLOATATION T x T x 2' 369.50 I / ( ~ / / ' \ ~ ' ~ ~ • ~ ~ ~ ~ ~ • ~ TOP OF ANTI-FLOATATION 8 x 8 x 2 339.00 \ ~ ' / ~ ' -355- ~ i ,
/ ~ TOP OF RISER WEIR 4 x 4 BOX 375.00 / , , ,~~.3~~=_,~\ ; , = r ~ - - • • - • ~ ~ , • . • • TOP OF RISER WEIR 5 x 5 BOX 343.75
- / OUTLET PIPE INVERT IN 24" RCP 370.00 \ i ~ ' - ~ - • • ~ - - ~ ~ OUTLET PIPE INVERT IN ' - , / I / / i / i i i 9.00
, ' ~ _ _ _ OUTLET PIPE INVERT OUT 24" RCP 369.00 . ` 'j ~ ~ ~ ~ ~ ~ • • •.-y:~ : OUTLET PIPE INVERT OUT 30" RCP 338.00
i / , , ~ ; 'S ~ - , -
PLANT LIST
PLANT LIST QUA SPECIES COMMON NAME ROOT SPACING LOCATION
_ QUA SPECIES COMMON NAME ROOT SPACING LOCAl10N 650 Iris virginica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge
270 Iris vir inica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge 9 90 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh
~ 45 Juncus biflorus Share Rush Quart Cont. 2' o.c. High Marsh 1,110 Sogittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh
SCALE 1 =30 • 470 Sagittario latifdio Broadleaf Arrowhead Peat Pot 18 o.c. High Marsh SCALE 1 ~~=30' 1 665 Pontederia cordata Pickerel Weed P ' eat Pot 2 o.c. Low Marsh
570 Pontederio cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh _ 185 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
_ s- ~ 65 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh 44 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
1 al. Cont. 5' o.c. Perimeter 65 Ligustrum Japonica Ligustrum G
/ \ ~ \ ,
f 1~ \ 1 ~ 1 \ 1 /
/ / / 1 C r \ 1 1/l I
/ \ / 1 / ~ \ I 1 1 1 ` 1
' ~ 1
II II / j /'i'. \ / \U\\ 1 1 1 l 1 11 p f / / cam/ , , , \ - 1 l 1 1 1
/ 111 / / ' _ ~ ~ \ 1 1 1 1 1 I III / , - ~ ~ l 1 1 1
/ ~ , ~~1 1
/ \ / / / _ \ \ \ \ 1 \ \
I - / , \ ~ / / \ \ \
I , ~ \ ~ ~ \ III
• `350 II ' ; ~ ~ ,I IM Ili
r ~ r ~ f ~ 1 III ~ - , \ , I, HIGH MARSH f 1,155 SF
r ~~r / r'~ ~ ~ t II
/ - , ,w LOW MARSH t 1,155 SF
/ / ` . ? ; OPEN WATER t 990 SF
- - / /
/ ,
' - / l I l / / / i ~ \
, s , , - DIMENSIONS ELEV. _ , ' I
- I ! ~ ; ~ ; ~ NORMAL POOL 3,300 SF 343.00
' 345- - ~ I ~ / / / ~ I ' ~ ~ F 10 347.00 / , / I , l TOP 0 DAM WIDTH
-'----------.,1 ~ / / / / L' / ; ' /~6Q. ~ ~ ANTI-SEEP COLLAR 54" x 54"
/ / M ~a ~ 'S' ~ / / - 1" 343.0 - _ LIGU~TR(J ,F~ C~ _ 1 YEAR STORM ORIFICE 0
% / ~ ~ / ~ TOP OF ANTI-FLOATATION 7 x 7 x 2 340.00
° ~ ' ~ ~ / _ TOP OF RISER WEIR 4 x 4 BOX 344.50
' - ; ~ ~ ; ' ~ OUTLET PIPE INVERT IN 24" RCP 339.50
Z ' - / ° 0 TLET PIP N RT OUT 24" RCP 338.00 ~ U E I VE
W m 0oooooeoooaoooo ry i~ ~ a0°ooo.~N CA~TQ o0omo0
o PLANT UST 't O~opepeo peopoo~~ 00
~ QUA SPECIES COMMON NAME ROOT SPACING LOCATION I i ~ ° o Q` ~A e/~ o
m 160 Iris virginica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge S o e - ~1 ~~'~U p o a
8 - 25 Juncus biflorus Shore Rush Quart Cont. 2' o.c. Hi h Marsh N g o e
280 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh a 25944 e _ ~~~~r ea o a
~ » > 415 Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh SCALE 1 =30 tr o~ i ae ~ o °~,e ~N °"eoaeooeoe Go°°°
~ 45 Saururus cernuus Lizard's Toil Quart Cont. 2' o.c. Low Marsh 0 ~0 A. BED ,0• Q.6 .e ~ ~ oooooeooaoo
40 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter 0
V! D
st REVIEW COMMENTS PER TOC 01/27/06 MS W&R 1 = 50 WITHERS RAVENEL Sheet No.
Lr22nd Revision Date B Designer Scale n 0 REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date HIGHCROFT VILLAGE SUBDIVISION
ToC 3rd REVIEW COMMENTS 051206 JAB MS 12 02 05 STORMWA ToC 4th REVIEW COMMENTS 106/23/06 JAB Checked By Job No. OWATER MANAGMENT BASING PLAN ENGINEERS I PLANNERS I SURVEYORS 7A
W&R 204191.0 GARY WAKE COUNTY NORTH CAROLINA o 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
i Y

0
Z
0
0
sr
W
m
#4 REBAR 12"
0. C. EACH WAY
ELEVA TION
2000 PSF MIN.
BEARING CAPACITY
BENEATH COLLAR
1/2" PREFORMED JOINT
p"n LER, 12" WIDE
SECTION
SEE SHEET 7A FOR SIZING DATA
TYPICAL ANTI -SEEP COLLAR
NTS
STANDARD 2' X 2' GRATE AND
FRAME PER NCDOT 830.16 CENTERED
OVER STEPS AND DRAWDOWN VALVE
6" PRECAST CONCRETE SLAB
PRECAST REINFORCED BOX
TYPICAL TRASH RACK
VENT
NOTE:
SKIMMER MAY VARY
SLIGHTLY FROM
ILLUSTRATION
OUTLET END; CONNECTION
TO OUTLET PIPE OR RISER
NTS
SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN
NOT INCLUDED WITH SKIMMER
SUPPLIED BY USER
FLEXIBLE JOINT (NOT TO EXCEED 3' IN LENGTH)
TEMPORARY SEDIMENT DEVICE DEWATERING SKIMMER DETAIL
Nis
USE 2.5" SKIMMER W/ 2" HEAD (TYP.)
No. Revision
Date
B
1 1st. REVIEW COMMENTS PER TOC
01/27/06
MS
2 2nd. REVIEW COMMENTS PER TOC
03/10/06
MS
3 ToC 3rd REVIEW COMMENTS
05/12/0
JAB
Designer
W&R
Scale
1' 50'
Drawn By
Date
MS
112102/05
Checked By
Job No.
JBC
204191.0
CONSERVATION POOL
Far r minim -r.Tn
POND BOTTOM
NOTES
4ZVIAAAA�D
4' DIP VENT & CLEANOUT PIPE
4" CAP WITH DRILLED ORIFICE
(SEE TABLE SHEET 7A FOR SIZE) -'
PLACE STEM SUPPORTS
AT 3' FROM BASE
ATTACH SKIMMER FOR EROSION
CONTROL PHASE OF PROJECT
DRAW DOWN OUTLET
114
4" NRS GATE VALVE
I\%JF VV I LG 1 f IrG
CROSS SECTION
CONCRETE PRECAST BOX
JOINTS SHALL BE MECHANICALLY
FASTENED WITH 1/4" x 2" STEEL
STRAPS BOLTED WITH 3/4" BOLTS
GROUT EACH SIDE
RISER & DRAWDOWN DEVICE DETAIL
NTS
(1) RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE
BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. ONCE THE SITE HAS
BEEN STABILIZE AND GRADING IS COMPLETED THE BASIN SHALL BE CLEANED OUT
AND STABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED, THE BOTTOM DRAIN
CLOSED AND THE NORMAL POOL ESTABLISHED.
(2) FINAL SEEDING OF ALL AREAS WITHIN TWO FEET OF ELEVATION ABOVE THE NORMAL POOL
SHALL BE A MIXTURE OF PANICUM CLANDESTINUM (DEER TONGUE) AND PENNISETUM GLAUCUM
(PEARL MILLET). SEEDING RATES SHALL BE AS RECOMMENDED BY THE SUPPLIER.
(3) ALL BMP DEVICES SHALL BE SCREEN FROM OFFSITE, INCLUDING ON—SITE LOT, VIEWS WITH
AN EVERGREEN SHURB SCREEN AS REQUIRED BY THE TOWN OF CARY.
N TS.
CONSTRUCTION SEQUENCE
1. INSTALL EXISTING POND OUTLET PIPE.
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM.
3. INSTALL BMP RISER AND DOWNHILL SLOPE.
4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW.
6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL
OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE
COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE.
9. CALL ENGINEER FOR FINAL INSPECTION.
HIGHCROFT VILLAGE SUBDIVISION ISTORMWATER MANAGMENT BASING DETAIL
CARY WAKE COUNTY NORTH CAROLINA
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
7B

i
4 REBAR 12" SKIMMER
ACH WAY SKIMN O. C. E 1/2 PREFORMED JOIN T RISER
FILLER, 12" WIDE
WATER LEVEL DURING STOR TURING STORM 1 MIN. FREEBOARD TOP OF DAM
, :'r,. TRASH HOOD
- - EMERGENCY SPILLWAY ELEV.

~ - - - PEAK FLOW ATTENUATION POOL _ -
~i= _ - -~I - - - _I ~ _ - - i-
~ - -
- ~ T" ~ MINIMUM SLOPE 3 . 1
~ 1= _ _-I I I~~ -
12' I - - -
- - - _ . ~ • , i- _ = EARTH DAM
ELEVATION SECTION - - • ••a . • - ~ I I-_- - - I
- - - - - - - - - I-I ~ - - - - DISSIPATOR PAD
- - - - - - - RIP RAP
2000 PSF MIN. ANTI-FLOATATION DEVICE - _ _ - I ~ I ~ ~ _ -
SEE SHEET 7A FOR SIZING DATA BEARING CAPACITY
BENEATH COLLAR _ -I-=-
-i-I I _ -
ANTI-SEEP COLLAR _ - _
-III_ - - - -
NTS - ~ _ -I I - - -
- ~ i-iii-i i
RCP OUTLET PIPE
N TS.
STANDARD 2' X 2' GRATE AND
FRAME PER NCDOT 830.16 CENTERED
OVER STEPS AND DRAWDOWN VALVE
4" DIP VENT & CLEANOUT PIPE _
da
,.:d; G ;
VOID SP VOID SPACE
CONCRETE PRECAST BOX
CONSERVATION POOL JOINTS SHALL BE MECHANICALLY
~ FASTENED WITH 1/4" x 2° STEEL STRAPS BOLTED WITH 3/4" BOLTS
6" PRECAST CONCRETE SLAB
4"x4" TEE
VOID SPACE NORMAL POOL ~ ~ r GROUT EACH SIDE
':!=w
PRECAST REINFORCED BOX ~'S
4~ CAP WITH DRILLED ORIFlCE ~ (SEE TABLE SHEET 7A FOR SIZE)
PLACE STEM SUPPORTS I~-~I
A T 3' FROM BASE ~
'0-RING' GASKETED
CLASS III RCP
ATTACH SKIMMER FOR EROSION
CONTROL PHASE OF PROJECT ~y
POND 80TTOM DRAW DOWN OUTLET
NTS ~ \ i\ PAVED ~ PAVED INVERT °
/ / ,,r:,,. GROUT 6 D
~ ~ o i ' i ~ : ..e . • • ~ • p,~G s ,n
/ e ~ •a e • a a f. d 4. • 1
4" NRS GATE VALVE
SCREEN ACCESSIBLE
VENT THROUGH DOOR RISER BC I MISER Bc DRAWDOWN DEVICE DETAIL
I NTS
NOTE:
SKIMMER MAY VARY i
SLIGHTLY FROM
ILLUSTRATION I
FLOAT (1) RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE 1. INSTALL EXISTING POND OUTLET PIPE. HE
BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT 2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM.
OUTLET END; CONNECTION CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. ONCE THE SITE HAS 3. INSTALL BMP RISER AND DOWNHILL SLOPE. HAS
TO OUTLET PIPE OR RISER BEEN STABILIZE AND GRADING IS COMPLETED THE BASIN SHALL BE CLEANED OUT 4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH. UT
BARREL PIPE LONGER THAN SHOWN TABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED, THE BOTTOM DRAIN AND S 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. IN
NOT INCLUDED WITH SKIMMER 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
SUPPLIED BY USER CLOSED AND THE NORMAL POOL ESTABLISHED. 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN. °°°0p0ooooaooooe°p00°
MAL POOL •~t1 CpRO
(2) FINAL SEEDING OF ALL AREAS WITHIN TWO FEET OF ELEVATION ABOVE THE NORMAL POOL 8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL pE~°,°°°°°°°Po,~i ETUM GLAUCUM ESSI ° ti
FLEXIBLE JOINT NOT TO EXCEED 3' IN LENGTH) SHALL BE A MIXTURE OF PANICUM CLANDESTINUM (DEER TONGUE) AND PENNISETUM GLAUCI ( OFFCER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE pF 0 0
(PEARL MILLET). SEEDING RATES SHALL BE AS RECOMMENDED BY THE SUPPLIER. COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE. a Q~ o e ° SEAL ° •
9. CALL ENGINEER FOR FINAL INSPECTION. ° ° a 25944 ° a °o . IEWS WITH v o
SEDIMENT DEVICE DEWATERING SKIMMER DETAIL EVICES SHALL BE SCREEN FROM OFFSITE, INCLUDING ON-SITE LOT, VIEWS WITH TEMPORARY (3) ALL BMP D ° ° ° 9s° I ° o° °
~ AN EVERGREEN SHURB SCREEN AS REQUIRED BY THE TOWN OF CARY. N
USE 2.5" SKIMMER W/ 2" HEAD (TYP.) A. BERG 7 D,6 °0p00 000°0 6 1 Z eauo
0
N
I O
% No. Revision Date B Designer Scale „ Sheet No,
1 1st. REVIEW COMMENTS PER TOC 01/27/06 MS WAR 1 = 50 WITHERS RAVENEL VATER MANAGMENT BASING DETAIL ENGINEERS I PLANNERS I SURVEYORS 7B
i 2 2nd. REVIEW COMMENTS PER TOC 03/10/0 6 MS Drawn By Date o HIGHCROFT VILLAGE SUBDIVISION STORMWATE
3 ToC 3rd REVIEW COMMENTS 05/12/0 6 JAB MS 12/02/05 Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
WAKE COUNTY NORTH CAROLINA t JBC 204191.0 CARP 0
Y

- , / , I I I I / ~ ~ 1 QQ , , I I I I I ~ r ,
, ~ / I I ~ 1 ,
, ~ I I I ~ I 1, I / / ( I 1 , _ _ ~ I I / I I f , 1 ' /l ii / ~ ~ l /
/ / I t ~ I I / l ~ ~1 /
_ L~~TRUM B~If'" SCREEN, ~6C. ~ l I ~ / r I r l 1 I / l l , ' / l l Q , I ! I ~ r--- I ~ / ,
~ , , 1 , ~ , I I I ! I , ! , , / l I l / , I 1 1 , , I l / l / ,
, I / r / / r ! / ! ~ , , / ! / / / / l / l / / , / I ~ l~/ l l J 1 l / / Cj , / / , /
_ / / I / l l l l l l / ~ r 1/ l I l ! l ~ l l ~ / l
' j ~ / 11 I v / I l / ! I r I ~ /
_ / / / ! II , IGUSTRUi~ BMP/SC EEN 5 O.C.
, I I ' , / / , / / ~ ~ / / J / / , / / / ,r !I 1\ ~ ~ t c r / / ~ / /
/ / / / , ~ r r`1~1 I r r / ~ l r , / / , / ,
_ ~ i / / / ..I I / / / / / i' / I / / r / X 1 1 I l ' / ~ ~ r r l / , / I~ / I , / ! r l I , r/ / I I ~ I I ! ~ I 1 I I
I I I 1 - / ~ / I I I 1 I I I I
_ I 1 I r / ~ _ J I l ~ r r r/\ I I \ ! \ I I I ~ / / I I
/ / , , , , ,G 'i , , , , / ,
_ - / ~/n / , , , ~ ' I 1 / ! ~ I I I ! ~ ~ III ' I I I i%' I / 1
- , V ' / / , ~ , , !y~ I. , , , , / , I II I I .'.'A'. / I I I I I r III 1 ' .:'J / / / ~ I I I
/ , ~ , , / ~\~Y , , / I I 1 / / I I 1 ~ .
~ ~ / I . I ~ I I I
, . 1 y..~:.. r
r, 9 I J Cyr.. y. '.'.'l.'.'.' i..' l / ! I I I I
I , / / , I I
/ ~ ~ ~
, r , / / , , r l/l,- ~ ~ - , ,r , , , / i r' ' , lIl~ -
/ , r , ' , , ' / , r ,i ,r , / r \ Ill , ! ~ - , , 1\ HIGH MARSH f 4,620 SF Illll , , 1 \ ~I / \
/ , , r r , , / / l ,/I / , / / /,r I l -
r / HIGH MARSH f 1,960 SF ~ ~ ~ - I 1 LOW MARSH t 4,620 SF
V ' r' ~ r'' ~ r ll I l 3 , \ I i ` \ \ ~ \
/ LOW MARSH f 1,960 SF L ,r , ~ I'.. ~ l /l OPEN WATER f 3,960 SF !
\ / ' ' i / , r 11;x' I ! \ \
\ ~ ~ - OPEN WATER f 1,680 SF I ! I .I.. \ \ ~
' / / 1 ~ , / , r I I 1 , - - ' \ / , I , I I ::•t.:•..:•. ~
/ ~ Cy , / . , I 1 / ~ .....I...
, ,r / , , , I I
, i / / , / f l .I. _ - \ 1 ~ \
, , I / i / / / / ' / ' ~ 1 / • DIMENSIONS
' - ~ ~ _ _ DIMENSIONS ELEV. I - , LL ~ - ' - - ~0~ . ~:~•1• ••::.'.:....a \ ~ NORMAL POOL 13,200 SF 342.00
, ~ ' ~ , / NORMAL POOL 5,500 SF 373.00 , \ / , , ' \ \ / / ' ~ , , r \ :1.~'::•.~:::::+:::•.:•.•:.::::::.::::.• . ~ F M WIDTH 8~ 345.00 \ \ - ~ - TOP 0 DA
' 8 376.00 / ~ _ TOP OF DAM WIDTH / / . - r
y ' ~ ~ ANTI-SEEP COLLAR 48 x 48 ; , I , I _ / , . 'ANTI-SEEP COLLAR 54" x 54' \ ~ n
' ~ ~ - _ - 373.00 'I 'I~' 11 ' , - , _ - _ _ 1 YEAR STORM ORIFICE 2 1 , - " " ' 1-YEAR STORM ORIFICE 2.5 342.00 ` \ - ~ i'ii' / , .
~ _ 39 ANTI- LOATATION T x T x 2' 369.50 I 11 s'~ / ( , / TOP OF F , / I , ~ = ~ % - • - • TOP OF ANTI-FLOATATION 8' x 8' x 2' 339.00
/ ~ TOP OF RISER WEIR 4 x 4 BOX 374.50 , . ~ ~ - -D9`i-- ~ ' ' ~ • ~ ~ ' ' TOP OF RISER WEIR 5 x 5 BOX 343.75
' OUTLET PIPE INVERT IN 24" RCP 370.00 \ i _ ~ _ - / - I OUTLET PIPE INVERT IN 30 RCP 339.00
~ ~ ~ _ _ _ OUTLET PIPE INVERT OUT 24 RCP 369.00 ~ ~ ; ~ ~ ~ ~ OUTLET PIPE INVERT OUT 30" RCP 338.00
r ~ \ , ! , _ /~~j r
PLANT LIST
PLANT LIST QUA SPECIES COMMON NAME ROOT SPACING LOCATION
QUA SPECIES COMMON NAME ROOT SPACING LOCATION 650 Iris vir inica Blue Fla Iris Peat Pot 2' o.c. High Marsh/Edge 9 9
270 Iris virginica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge 90 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh
» 45 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh 1,110 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh
SCALE 1 =3D • 470 Sogittorio lotifolio Broadleaf Arrowhead Peat Pot 18 o.c. High Marsh SCALE 1 "=30' 1,665 Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh
570 Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh 185 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
f 65 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh 44 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
65 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
/ , / ~ \ , , 1 \ w / \ 1 1 1 ~ I 1 1 I ! ' / /J r Q~ \ \ 1 1 \ \ 1 1 1 1 /
\ \
/ ~ , _ / \ \ \ \ I I
i 1 ( / \ /I I
~ 1 _ _ \ - \ \ 1
II" l,' /'i'ce r / - 11 11 1 11 Il 1
/ 111 I " r , i ~ - \ 1 1 1 1 I 111 / , , - `~1~ ` l 1 l 1
, , \ ~,'I 11 III/ ,,r,r ~ Y ~ \ \1.\\\~lS Il 11 11 III I I , , ,'r' r / / ~ ~ `~1 1\ \ \ l
III ! 1 , , , r , / \ ~ SlJn 1\ . 11 I 1
/ \ / / / / ~ 11\ \ 1 1 \ \
I ~ ~ ! ! ~~a ~ ~i/ 111 \ \ III \ / C / \ 1
I - IJ \ / / \ / ~ / / c 1 - ~ , , \ \ \ \ 1\ \ 1 / \ \ .
II / ! \ III
I ' \`-350 \ I,I I ~ , ~ \ ~ ,~11 III
r / / •'F / , JII ~ ~ - \ \ , II HIGH MARSH f 1,155 SF
I / / r' , \ \ \ 1 I I
- . \ \ LOW MARSH f 1,155 SF
D
~ / ` OPEN WATER t 990 SF
-a \
p~N~ • w,a1"~k 4~tgi.lrr WETtAN03AND 9TORMMWTEAlyAANGfi
, ,
3 ~ ' Ss\ \ DIMENSIONS ELEV.
I ' NORMAL POOL 3,300 SF 343.00
I ' / I ~ TOP OF DAM WIDTH 10 347.00
, / / , / / / / i ~ _
>l ~ L ~ ~ O9~ ~ ANTI-SEEP COLLAR 54 x 54
I TR(J M S~~ ~~N'5' O.C' / 1-YEAR STORM ORIFICE 1.25" 343.00
' / , ~ , / TOP OF ANTI-FLOATATION 7 x 7 x 2 340.00
- " ~ / _ _ TOP OF RISER -WEIR 4 x 4 BOX 343.50
~ OUTLET PIPE INVERT IN 24" RCP 339.50 / / ,
IPE OUT 24" RCP 338.00 OUTLET P INVERT ooepeooooooeo°ooo°°0
PLANT LIST o~° ~N CARS 0 0~ ,~°oa.e, ~i °
QUA SPECIES COMMON NAME ROOT SPACING LOCATION e~,o°°FESSI°° o, 8~0
160 Iris virginica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge e eQ
25 Juncus biflorus Shore Rush Quart Cont. 2' o.c. Hi h Marsh 9 SEA a e o 0 5944 e g
280 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18» o.c. High Marsh V o °Q ~
» > 415 Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh °o9iS~ °e r~l oo o fop°0/`/~0pooooa°oof~ ep04
SCALE 1 =30 r r 45 Saururus cernuus Llzard s Tall Quart Cont. 2 o.c. Low Marsh °00° q' BE~ o-o°e z7 06
40 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter °0p0°eo°ooeooo° 07
I I I ~ I I ~
No. Revision Date B Designer Scale n
1 1st REVIEW COMMENTS PER TOC 01/27/06 MS W&R 1 = 50
2 2nd REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date HIGHCROFT VILLAGE SUBDIVISION STORMWA- WITHERS RAVENEL Sheet Na.
3 ToC 3rd REVIEW COMMENTS 05 12/06 JAB MS 12/02/05 4WATER MANAGMENT BASING PLAN I ENGINEERS I PLANNERS I SURVEYORS 7A
4 ToC 4th REVIEW COMMENTS 06/23/06 JAB Checked By job No. CARY WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
W&R 204191.0

_ _
SITE DATA
Hts DEVELOPER: OWNEI vr~F OWNER: WATERSHED PROTECTION PHASE 26 TRACT 1 TRACT2 Total
V~J` THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR ZONING HIGHCROFT VILLAGE PDD
IMPACT PROPERTIES GROUP HIGHCf HIGHCROFT INVESTORS LLC WATERSHED PROTECTION ORDINANCE (JORDAN LAKE ovERALL ACREAGE 11.11 25.36 3x.47
140 TOWERVIEW COURT P.O. B P.O. BOX. 3557 WATERSHED) AS A HIGH DENSITY USE WITH THE
CARY, NORTH CAROLINA, 27513 CARY, GENERAL NOTES TEL. [phone] FAX. [phone] EL. ! CARY, NORTH CAROLINA, 27513 PROJECT IMP RVIOUS PERCENTAGE 138.8 R/W ACREAGE 1.11 4.so 5.71 E
~ ) ~ ) t -9983 EL. [phone] FAX. [phone]
1. ALL CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD ATTN: COLEN DAVIDSON, JR. TTN: SPECIRCATIONS AND DETAILS. TTN: COLEN DAVIDSON JR. TRACT 1 -ESTIMATE 6 OOOs ft IMPERVIOUS SURFACE PROPOSED NUMBER OF LOTS 13 89 102 q PER LOT ALLOWS FOR 50x60 BASE FOOTPRINT, PROPOSED DENSITY (DU/ NET ACRE) 1.7 1.8 t.s
2. WETLAND & STREAM BUFFER DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTS. STREAM BUFFERS 1,500 sgft. FOR WALKS & DRIVES AND ALLOWS MIN LoT slzE PROPOSED 12,050 5,21t
CONTACT/CONSULTANT: ARE BASED ON TOWN OF CARY RULES & REGULATIONS. 1,500 sgft. FOR OVERRUNS & ADDITIONS.
3. BMP DEVICES SHALL BE UTILIZED FOR SEDIMENT CONTROL DURING THE INITIAL CONSTRUC110N OF THE PRO~CT. WITHERS &RAVENEL, INC. AVERAGE LOT SIZE 16,700 6,282
& - M A N FIELD SURVEY BY WITHERS &RAVENEL OFF-SITE TOPOGRAPHIC 111 MACKENAN DRIVE 4. ON SITE TOPOGRAPHIC INFOR ATION B SED 0 TOWN OF CARY TRACT 2 -ESTIMATE 4,200sgft IMPERVIOUS SURFACE STREETS LF a2o 3 685 4 505
"N INFORMATION BASED ON WAKE COUNTY GIS DATA. CARY, NORTH CAROLINA, 27511 PROJECT # 05-SB-034 PER LOT ALLOWS FOR 45x55 BASE FOOTPRINT, ' 800 sgft. FOR WALKS & DRIVES AND ALLOWS SEWER FLOW 3,640 24,s2o 26,5so
TEL. [phone] FAX. [phone] sgft. FOR OVERRUNS & ADDI110NS. DENUDED ACRES 15.s Ac
s 5. BOUNDARY INFORMATION IS BASED ON SURVEY BY WITHERS &RAVENEL, INC. ATTN: JASON BERTONCINO, PE
6. DRAINAGE AREA DEIJNEATION BASED ON TOPOGRAPHIC DATA WITH ADJUSTMENTS MADE FOR FUTURE LOT DRAINAGE ASSUMPTIONS AND FIELD OBSERVATIONS OF EXISTING CONDITIONS. IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (SF) 27,659 137,014
WAKE COUNTY PIN NUMBER 0734- ER 0734-02-76-0395 AVERAGE ALLOWABLE IMPERVIOUS AREA PER LOT (SF) 6,000 4,200
NOTE: TRACT 1 & 2 ARE DIVIDED BY THE CENTERLINE OF THE STREAM ESTIMATED IMPERVIOUS SURFACE LOT AREA 78,000 373,800
3 LOCATED BETWEEN LOTS 27 THRU 34 AND LOTS 101, 112 AND 113 IMPERVIOUS SURFACE AREA 105,659 510,814 616,473
IMPERVIOUS SURFACE ~ 21.8% 46.2% 38.8%
~ I ~ ( I \ / \ 1 I
\ i l ~ I \ ' / /
1 I I I ( / \ / - ~ \ _ - II / ~1- ~ III II I \ \ / ~l I I I I I \ / I~ \I \ \ \ I
\ 1 1 _ _ ~J ~ ~ I II v ll I A v/ I v I vvv v vv I / I I I I 1 1~ I v vv l /I/
~ \ \ \ \ \ 1 I 1 - V I 1 11 1 ~ / I 1 ~ \ vv - vv / //I l~
,v ~ I v v v I I ~ ~v ~ ~i v v II ~ I/I I II I / 1 l ~ \ / l I! I / I I 11 I \ \ / I I
/ \ v„ ~ v ~ II v I / / / / \ ~ _ \ \ \ \ ~ \ \ III \ III / 1 / //I I l I I 1 \ / ` ~ \ / II I I
- I 1 I ~/l I \ /1 ~ I - I I I V 1
- - \ \ \ II I/ II II, / / / / \ u \ \\1 1 \ I \ / I II l ~ / \ \ \ \ C 1 / I 1 I
I II 1 II ~ 1 \ I 1 1 I I 1 1 ~
I 'I+ , \ \ 1 ~ ~ ` \ I III / I \ I I1/ 1 I 1 ~ ~ ~ I ~ ~ ~ I 1 \ \
\ 1 I ~ \
\ i 11 I \ \ ~ ~ ~ / I / ~
\ ~ II \ I \ _ l I I / \
~ I ~ I
1 III \ I I \ I I \ I c ~
\ \ I 1 ~ 500 1 ~ 1~ ` ~i,35Q \ \ \ \ \ \ \ \ S - - . ~ J I ~ l l / l \ I 5, 5.50q SF 5, SF ~ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - / / I I 1 II\/ I 1 1 11 /
\ \ I 1 5 SF , 5081-SF_ \ \ , \ \ ` ` \ `,81`SF ` \ \ ` \ \ \ ~ \ \ - - - 'Y'~' / I I J / / 1 II v v` J 1 / \ VA i / \ / 1 l/ / /
I I \ \ \ \ \ ~ \ \ ~~8 P-6-~7 /III 1
I, \ \ I l J ~ 1, ~ ~ ~ I \ \ \ ` N#-9734,92=3$ 8~9 / I \ \ / ~ 1 I I \ \ \ 5832 \ ~ \ r - I I I I \ \ \ / \ \ / / ~ ~ ~ 1 ~ } / ~ I I I/ / I I
I I I t. / / ~ / \
/ / - Y- I 1 , \ \ ~ I / I \ 1
/ ~ / I , I \\\11\, \ I(I ~ III I I 111 / / ~ ~ I I ~ ~ \ \ • \ \i~' \ ` \ 111 + 1 1 1 I I I 1 I / ~r v ~ / / v vv I / ( I
/ rl I I\ \ \ I 1 1 I ~ ~ ~ ~ 1 / ~ ~ \ \ / / / \ \ I i I /
- \ \ , 1 I I ~ r \ ~ ~ J ~
/ ~ r - \ \ ~ \I\ \1 1 \111+\ 1\--~' \ \ \~1/ I / n I/ / 1\ I ~ \ \ ~ \ + 1 1 \ \ \ 1 1 \ \ + \ \ , \ . \ \ ~ - / \ I I I I I l WEST CARY A N\F \ r? / \ I 1 F ' 1 1 1 I I I \ / 1 _ WEST CARY APARTMENTS LLC \ / / \ II l \ \ \ \ / \
I 1 1 I \ \ ~ 1~ ARTNER C ~ / > > / I 1 ~ \ / / I I
~ II f°~ 1 ~ 1 1 I I pP 1 Ill 1\111 `1'01 \ 1 t~\\~\ / IIII( / 3 ~ ' - 1 I \ \ ` \ 1 1 1 1 ~ 111 + 1 1 ` 1 ~ ~ / / DB 774 / / (Y / 1 1 A 1 1 1 1 1 1 V ~ . I III DB7748PG27 / / I III \ \ \ / / / /
/ ~ ' a ~ 52 ~ b4 , I ' ~ , + '111+ 1 1 '111 ,1\ 11 / ~i II 497sk 1 k51 i I +1j 111 11~ 1~ / ~ I I \ ,'PIN 0734. / I , ~ ,496 SF 3 7s7~ SF 1 Y I I I I P 1 1 1 I 1 11 \ \ \ \ I ~ / / III , / / / / III \ DB ~O6'9~RG 2607 ~ _ _ 1 \ / / . ~ PIN 0734.02-75-'D973 / / I I I \ \ , ~ , ~ / / / / 1
/ fti I , 6,327 SF\ 5,~i2 ~ I I I I / I 15. 1 ' \ + ` \ 7. , \ \ \ / / \ I \ ~ / \ I i I I I I I \ \ I I PIN, 07~' 04-7~4 849 ~ _ ` C ( / ~ \ / III \ \ ~ \ \ ~ _ ~ \ I /
+ ` it / 1 1 1 q6 I I I I I ~ I I \ - \ ~ J ~ / ~ ~ / / ~ III ~ r f 1 1 II I ~ - _ \ / I
Z 1 - _ \ \ i l6 569 / I I I I P I I I 1 ` \ ` \ ` - r ' / N / s ' \ m ~ ~ , / I \ \ \ \ - / 1 r/ I , 1 N / ! ! ' r / 1 I I I I ~ I I 1 5.49 SF \ \ \ \ \ \ Ill ! / /d• II In ~ \ ` ~ - \ I
_ I n ~ \ ~ _ ~ ~ i r I ! / I I I I I I III \ \ \ \ 1 I I , I I / / / / \ t_ I ~1 1 II \ ~ ! r ! I 1 I I I I I I I 1 ~ \ \ \ \ 1 1 1 i, 1 ` ~ . \ ~ - / / 7 /
~ I I"PI ~ \ ~ \ \ i I I L I I I 111•' I \ 1 1 1 ~ ~ I / ~ ~ \ , ~ ~ W F:I II m I 1 !5. ~ I I I x I 1 1 1 l l - \ 1111 \\~\1'~ 1
l l I ~ 1 i V r ' ! / I I I , , ! \ \ \ , . , \ I I I T `'11 ` ' I, I . \ i ! I 1 1 1 1 I I 1 / I / I \ \ ` . \ I I I Ill ~ ~
N 1 1 ~ I \ . . \ . \ , ! ! ! I ! 1 I I 1 ! ! ~ \ \ \ I \ I I I 1 1 'It_ \ ~ ~ N ' I n -,gyp, \ i/ i ' 1 ! I ! 1 ' I \ ~ 1 \ \ ~ li_ \
fell 10 - 1 / / ~ I I I I 1 11 a 1 \ ` - / ' - / / \ .i / / / 1 1 1 I I ,i /
~ / 17l `1,x,502 - ~ `'7"' / 1 1 I 1 I I \ ` - _ I
/ I I ~ \ \ i~ / 8 I ~ I 1 ' / ' ' ~ r, `5.351 SF' \ \ \ \ r ~ ~ _ ` _ ~ ,
- _ /miff 111 I, i/j / / iyiill 1 1 1 1 I I + ` ~ / / L~ / I ~
/ t
~ - I \ 5758 5F / i i I ~ - - _ _ ~ ~ , 1 \ ~ I ~ ~ \ ` I'~I ~y /
$ I - - ~1.-`~ III - / i°~ i I I ~ \ \ ? a / 1 / ~ / ^ ~ / / /
~
I 89 5`914 SF / - _-os . \ \ \ • Y ~ \ 1 ` ~ ~ l ~
/ I~ I I ~ SF ~ ~ ~I \ _ 1 111 ~ 1 ` \ q ` 1 1 \ \ ~ I I 1 \ 'iii ~0 ~ \ ~ / \1 } I 1 _J i / / .;•,;;I;,: w I I I I 1 \ \ - ~ ? \ ` W ~i / I I ( I 1 ~
\ ~ - 51 1 \ ~ Z^ \ I I 1 I I / i ~:i i~i~:i I ~ \ i' ~1 \ ~ 7~~ 1 1 \ '~s q~5g I :iili ~ III 1 \ ~ - - . \~C"~ \ \ ` \ ~ I 1
/ r~ _ - \ ; ii:>:, ~ I III 1 \ \ \ / ? ~ \ ` ` \
~ ~ ~ I 1 ~I I I ~ ~ \ ~ \ , 5,51 ` 1 \ \\"1 ~f ~ \ \ \ I /1' 1 I I \ ? ~ ~-5516 SF ` \ ~ I \ \ \ \ ~ ~ ~ \ \ 1 I 1 1 1 \ ` / 1 ~ ~ i 1
\ \ \ / ~La' \ \ \ / \\I
' / I I 7,,25, ~ ~ \ I 1 ~ ~ 5,51 SFl I J \ ~ ` ~ \ \ \ \ ~ ~ 1 \ ~ 10 ' V \ \ \ ~ ~ \ l \ 1 1 \ \ t\ I
/ II 87 " - \ ~ 53r16F 9 ' I I I I 1 \ F6 / 1 ~ 1 1 6 I 1 1 ` \ \ ` \ ~ \ - / + I i" - - `_Q ~ \ 5 ~ 'S~54k SF I I I I I I I I ` \ ` `
_ / ~ II I ~ - 7.~,D1i.Sf-- - ? , 1 1' I I I 15, 11 SF! I i \ \ `J,~3 Sf\ \
/ r~ I I I _ `l~767 1 1 I 1 I I ~ I I I I I \ \ ~ 11 II 61 SFi- - ~ i I k I I I I I / \ \ \ , \ po N ~ I I 1 - - ? 74 / ~ 1 1 I I I I I f / i \ \ \ \ 1 \ \ \ ~ .l WJ \ \ + 1 1 1\ 1 \ `~3, 1 SF 1 " 3 ilk I ^ \ \ \ I 1 1 1 1~ \ \ ` \ ` ` I 1 / \ \ \
~ / ~ II I W 1 1 - . I ~ / . 11 1 I I I I I 6~ I ~ / / \ \ \ \ / II I I \ I 1 , \ I 6,06 g 1 1 1 1 1 I y ~ I I I / 1 / 1 ~ \ \ 1 1 J \ \ ~ \ ` I / I \ ~ ~ } 1 \ \ \ \ \ \ \ moose" \ I I I ~ 1 / \ \ \ l /III \ \ f I \
I I 1 , , 1 51510 S~ / 1 I ~ ~ \ 3 1 I ' \ I I 1 1 1 I I 1 ! 1 1 \ II 1+ I 1 1 , I~ I I I I I I 1 1 1 \ Yt31.11 1 r - I I I ~ I 7.07 SF1 i I I I I r l 1 1 \
III I 11 \ I 1 I 71 1 I I I I I ~ I I I I I I 6 11 \ I \ 1
/ I j l j 1 \ I I 6 Sf \ 1+\ ~ 476 6f 7 306 SF 1 I I I ~ I j 1 1 1 I I II I \ I 11 \ 1 1 \ ~ -i - ~ Ii \ I 1 1 1 1 1 \ 1 1 I 1 I I I I I I 1 1 1 7, 2~15~\ 1 ~ 1 I \ ~1 \ /~h I \ \ ~ / / ~ / \
_ ~ I I , 1 1 1 ~ \ l I 1 I I I I I I V 1\\ 1 I I ~ • 1 ~1 \ , I Iljl I ` ` \ ~ ( . 1 1 I I 1 16,907~SF I I 1 I I II 1 1 1 r l 1 1 I I I I II `~.1 \ \ al + \ ~ \ flV }1 1 1 11~ I1~ 1f i~~ % /I J ~ 1 •I I\ \ l c\ \
~ II I \ \ w 1 ~ 1 11 I I 1 I I 11 61 1 I I` f I I I 1!~" \ \ \ \ \ - - _ _ I I III , , Il,576~ISF , ~r. , , I , I , , I I I I I I I ~ I I I I 1 1 1 ` \ 1 ~ \ \ 1 1 I _ I I I I I 1 I 1
` _ - \ / I I` I + 1 ` \ 1 \ . \ \ \ ` \ \ I 17.937 SF I \ 1 I I 21 , \ \ \ I I ` + 1 + \ ~ \ \ \ 1 I ~ I I I I I I I I I \ / I I I 1 \ \ \ ,J I I I 1 \ 1 , \ \ 1 1 \ I I I 930 ~ \
/ / Q fl I 1 1 \ \ \ , \ \ ? \ 1 \ I I I I 378 / \ 1 1 I / } \ \ \ \ ~ \ \ \ l \ ~ / \ \
/ / I I I ~ \ \ \ \ \ \ / I I I 1 1 \ I \ \ ` 1 I II ~ / k \ \ ~ ~ / / / ~ I ~ I I \
/ / / I I ` ~ \ ~ I t Ob 1 I I \ ~ , q ~ / / 0 - \ \ \ \ \ ~ ~ i I l9 1 1 1 1 2 1 ~ 4 _ ~ _ \ 1 \ \ \ ~ : I
- / t/ r G - \ \ ` \ \ i 1 I I I I 1 \ 1 6,796 ~ / / 1 c SF ? ~ \ ~ i I + I I 6,172DISF , v
~ / / , / ~ II \ 1 \ 1 \I 1 1 \ \ \ 1 1 1 \ \ - I I 1 + 1 1 1 11 1 1 1 l 1\ \ \ \ ~ ~~\I~\ \
- - _ / / _J I , \ \ \ \ \ \ 11 ~ 1 1 1 i ` ~ I I 1 1 1 1 1 + 1 1 1 1 \ ` \ w' ~ 23 - i / / / ~ 1 . \ \ \ + , 1 1 \ l': 1 1 1 ? \ \ ~ / I I I + 1 1 1 1 I 1 \ 1 \ 19\ \ ~ ~ ~I \ 1 \ \ \ \ \ ( 1 1 \ \ \ \ \ I
/ / / I I I 1 \ 1 \ \ \ \ ;.;t \ 1 1 1 \ \ \ ~ I 1 I I 1 1 1 I 1 \ \ \ \ \ , ` 47 F ` \ \ 1 ~ 1 \ ~ woo I 1 I I ~ r,
, \ , , \ , ` , ~ III , \ . ~ \~o,_:..., \ \ \ \I 1 } \ \ \ _ I III \ ` ~ ` / L+l ~ i
- - ~ ~ ~ W , 1 \ \ ~ 1 \ .os sF ~ 0 ~ 13 141 1 ~ 1 1116 \ 17 ~ , \ , \ \ ,I, \ \ ~l 41-__ 2 \ 1 7 ~ 1 1 \ ? \ ? '~Y~ \ \ I\ III \ \ \ \ \ 2 1 6` 1 I ~ 1 1~ ? \ ~ \ ~ ~ / 11 I \ \ \ ` W i lei ,J/ \
N\F, ~ W I 1 1 2 , \ 1 1 ? \ \ \ \ s~ 5,500 SF 5500fSF 51514 F 5,75 SFII I g T320 SF ? '14 ` I 1 \ \ \ ~F .~7 lyy~ SF 1 ~ \e~~ . ` \ . SFI - , ~ ~ I ,,246 ISF $ 83 ~ \ ` " / ~ \ \ S~\ 873 S~' 1 1 ,1112 $f 1 IJ 1 \ ~ \ If '76 I I \ \\?~~\x~` \ \ ~ m ~ 1 ~ ~ 1 \ \ ? L~ \ I ~ ? Q
RR~~JOHNSON FAMILY LLC I 1 \ \ \ \ , \ 1 1 \ I I ~ 11 , ~ . 6~325'SF~\~~' ~ \ .
DB 8488\P~ 1404 \ I I l r / I I 1 I I I q ~ 1 _ 1 I I I 0. _ , \ \ t /t~ \ \ 1 \ ~
/ ~ - \ \ I I I ' 1 I I I I , 1 I 1 1 \ \ \ \ \ \ 1 1 40 \~f ~ ~ Cil'hF~15 - N00'33~ 1 I I _ ~ ~ P1N# 0734.02-67-8756 I ' I / ~ I I I , I 1 1 1 ~ \ ~ ~Ur ~la\ ~ ` ` \ ` ` Y\ \ \ 111 ` ` \ \1 ` \ 1 \ \ \ ~ \ \ 1\+\~ \ l \ \ 1 1 1}
~ \ \ \ , 1 1 ~ 133=' I \ \ \`~o`~ \ \ ~ \ / r I 1 I I , I I I I 1 1 .+r ~ \ \ 1 1 1 1 ~ \ - _ ` ~ \ ~ \ \ ` ` \ \ ` \ \ \ ~ ~ \ 1 \ \ \ \ y \ 1 1 1 \ + " ` ` ` \ ` \ ` \ 1 1 1 + ` / GRAPHIC SCALE
ZONED: ORD ih m / / ' ~ 1 I III I I ? I 1 /,r~l`~y. , , \ 1 \y 1 \ \ _ _ccs I 1 1 1 Y ` ~ \ \ ` ~~`a - \ \ \ \ 1 \ \ \ \ ` 1 111 1 + 1} \ 1} \ `•.1~: laa o so ioo 200 \ \ \ \ \l 1 I 11 1\\ } \ I I
/ II i/ I I I ~ \ \ \ \ 1 1 I \ I \ \ \ ` \ \ \ \4t1~ ~ \ Il 1 l \ 1 1 11 1 1 1 \ 11 1\ +1 1 \ \ \ \ \ ~ ~ \ \ \ EN$ ~ 1 { \ \ 1 1 1 1 \ `
I 1 / ~i \ 1 I 1 a I I I I \ I \ \ \ \ \ \ \11111 1 + + \ N ~i 1 / / I 111 + 1 11+ \ \ \ \ \ \ \ \ w \ + \ + 1 \ : ; + \ . \ ; / ; I I \ \ 1 ~ - 1 inch v 100 k.
f II I I I I I \ 1 1 _ 1 I / I / ~ ~ ~ \ \ \ \ \ \ \ \ \ \ \ 1 I \ ~ I I I / / 1 \ \ \ \ - I \ , , 1 1 , f \ \ , ` I
II I I 1 I \ \ \ \ Lill , / 1 J I ~ \ ~ \ N\F \ 1 \ \ \ I I , / I ~ I 1 ~ \ \ \ \ \ \ \ \ \ I \ I \ i I 1 11 \ ~ \ \ ~ \ \ \ II 1 r~ 1111 , 1 \ \ } n
I I,I , w I I I ~ ~ \ \ \ \ \ \ I I s , ~ / \ I \ ~ ~ _ _ ~ \ ALMA M. STITT 1 \ } \ \ I 1 1 \ \ + 1 I/ 11\\ \ ` \ 1 1 \ 1 + 1f7 I 1 e°a \ \ \ \ , \ \ t I \ t \ \ S \ \ 11\ \ .y~~~ 1 I\ I t,---_ I + \ \ \ \ 1 1 1 I eeoo 0000 \ \ \ 1 1 1 \ 1 \ " 1 \ ~ \ ` \ ` 1 1 11 1 1 I p00p0 /~A °0e°0 0
I I ~ , ~ / I I \ \ \ \ \ \ I - I n i° ~ \ \ ~ \ ~ \ \ \ \ \ 1 \ \ \ 1 1 1 \ \ \ \ 1 \ \-+•rt \ 1 pop RO( \ 1 1 \ ~ 1 \ 1 \ _ \ 1 1 l I I•• I I p ~ p0ooooooeo / \ 1 \ 1 \~i c
I III / l I ~ \ ~ \ DB 2017 PG 533 \ \ \ 1 \ \ \ \ + 1 } \ \ 1 11 - `\1 111 1 11 \ I I ~ p°p~oo°o S.Sf °00 ~ ° \ \ \ 1 I 1\ ~ a ° O~`
I I , I I / I I \ \ \ \ \ \ ~ \ 1 ~ , I / / I ~ \ \ PIN 0734.02-66-3246 1 \ \ 1 1 1 I 11\ ~3t \ ~ 1 111 I\ \ \ I rlf - - - - a Q- e e A~~ ~ ~ 0~ \ \ \ \I I 111 \ 1\1 t 1 1 _ I IIII + \ \ lflf ~ e4 o 1 11 11111 t 1 1` \5>rol , 1! i. I I ~ 1 1 / l l l SEA o
1 I ,I II / I \ v v V I 1 A I ' I ~ v ~ ` ZONED: R40 I ~ I~ I I i / / ) I \ \ \ \ \ I \ \ \ 1 1 1 1 11 f I I D6Nfi•WAT6R I•IT1'
- ~ I III I / / / / / \ ~ ~ ~ / 1 \ \ 1 \ ,Y \ ~ \ o ° ~11AN0.9M1DST p
/ III I I / ~ ~ --C ---_----~J'_ l I f-- - - \ ~ - - I 1 - - -t-- - \ ° 9 ° ~ \ ° s °e ~p° I ~ \ ..I~; ~GI e 1 I \ \ 1 1 1 11 1 °0poeoooo°° G ppe
II 11 III / / \ ~ \ I 1 / \ \ \ \ I I\\ 1 / / / / \ \ \ I 1 I , ` 1 } ~ ~ ep 1 1 I \ \ ~ 111 1 1 A. gER ppe a7 Z7 06
~ 1 I 1 \ 1 ~ fJ ~ 1~ t \ ~ °0j0eeoaooapppp
11 '1 ' ' 11 ~ it 1~,i1~f~1;,,
No. Revision Date B Designer scale ,
W&R 1 = 80 Sheet'No,
c Drawn By Dade
in HIGHCROFT VILLAGE SUBDIVISION JAB 07/27/06 SITE P 1TE PLAN & DRAINAGE AREAS WITHERS RAVENEL I ENGINEERS I PLANNERS I SURVEYORS
v Checked By Jab No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
CARY WAKE COUNTY NORTH CAROLINA c JAB 204191.0 i
Y

_ ~ ! 1 / / - 1) 11 j I ~
~ I I I I r , ~ Og~ , I ~ , / 1 r , I , , / / , / , / / / ~ -
~17h / , ~ ~ ! I I / i r 11 1 t~iq S / ~ I i / , r Ir i I l l I l / / 1 1 r 1 , , /I , / ~ , l / I /l I r / ! / / ~ / / /
I I / , l I / / ~ / l ~ ~ /
M ~ B~ ' r ~ i ~.ll I , 1 1 r 1 TRUM B SCREEN, ~C. 1 I ~ l I l / ' l~ ' ~ 1 1 I r ! /
- L1~ ~ ~ / i / 1 r ! _ _ ~t l ~ ~ ~ / \ 1 1 1 I I I I ' l ~ / I ! 1 ~ /
b, I , - , / / / / , / r / / / / ~ / / / ! / 0~~ ' I / ~ ~ / / ! /
_ / / , / / / i , ! 11 l / ' 11 / l 1 / l l/ ~ r' r l l I l I I ~ / l l! l I
/ tf / / / l l 1 / I l Il I v l / l I l I l/ , I1 ~ / l l I l
- \ / / ~ l , / rl , l \ I \ / l ! r l , ' 1; / ~ \ / IGUSTRUI~ BMP; SC EEN 5 O.C.
~ / ' ~rl\ t\\ ~ \ I I 1 1 rr l ' l r i /
- _ i I / / r / _ .f I / / / / / ' / rl ~ / \ r l I r l l
I l / j ' , ~ ~ l - / ! \ \ / I / l / i I l ~ r / l I, I r l r / , l Ir I I ~ I I l ~ I I 1 I
I I , / / l I / / / T , , 'k I I I t r I I I I
- I~ r / / / / ' r' / ~ i I i \ r 1 I ~ 1 I 1 I
, , \ I I I I I i , ` , I , I I 1 I
, / / / , ~ , , ' , , , - ~ oiT / ! l / i ' j l I 1 ~ I I I I , , , , / I I I
/ ~ 1 , , , :~-r / , , , , , , . , ~ II 1 ..F. . ' III 1 , / I l ' I ` I I I
/ ~ / / / ~7v r ' / III 1 / / I ~ III I ; ' ! 1 / / I `I i
, / l , / / , / / / , / , ' / ~ X34 v ~ ! / ~ I~ II I
~ / y. f... . . r r I I I
/ / ~/T'/^''~L / ~ r r
I i ! , 1 ~ / / / ~ / , ~ , ~---I I I I I I
/ , , / , '0'L / , - - ~ / / . y... y... ~ I I 1 I I
/ / / r , / , , , Il///,~,( / ~ , / , ,
,r / / / / , 1q 111 1~_ , - ~ , , ' / - HIGH MARSH f 4,620 SF 1 - 'I~~III - I AV v
' , ' / HIGH MARSH t 1,960 SF ,,'j/ ' ~ ~ / / ~ / - I I LOW MARSH f 4,620 SF
/ / , , , , , / , ~ , I / ,3 \ / r / r \ \ \ F
\ , - LOW MARSH f 1,960 SF r r N WATER f 3 960 S OPE , \ ` \ r ~ \ \ \1
/ , / , , / , "1i / / 1 L ' / ' 1, I ! 1 1 \ r -.ti
\ ' ' / . ; OPEN WATER t 1,680 SF r I , \ ~
/ ~ / I 1 / , ~ i
/ / r r / ~ ~ ~ ~ I 1 / I 1 ' i .•....I. ~ ~ 6
/ , , / ~ r / , 1 I ' , / ~ / / ~ ' 1 I 1
, ~ , 1 / , , , , , , , , 1 / / / / ::::.1.... ' ! . ~ DIMENSIONS ELEV.
' / - , ' ~ DIMENSIONS ELEV. 1 \ ' ~ - _ .~.'.',•.'.'.'.'t.......•.' 42.00 ~ - - ,~05 \ NORMAL POOL 13,200 SF 3
, , / , , ' NORMAL POOL 5,500 SF 373.00 ' ~ . TOP OF DAM WIDTH 8 345,00
CO , / ~ - , " F DAM WIDTH 8' 376.00 i , ~ • ~ ~ • • • • • . , • , , • • ~ ~ ~ ' ~ ' ANTI SEEP COLLAR 54 x
TOP 0 / / / n n \ 1 / / , , , , , / / / ) / I r , / ANTI-SEEP COLLAR 48 x 48 , . , 1 1 _ _ j ~ 1-YEAR STORM ORIFICE 2.5 342.00
, / / / » 11 I1 ~ ~ / _ 1-YEAR STORM ORIFICE 2 373.00 ,,r; 11 ~ , ' TOP OF ANTI-FLOATATION 8 x 8 x 2 339.00
~ , , / , / ~ JJ TOP OF ANTI-FLOATATION 7 x 7 x 2 369.50 , ~y iii'-"\-__--~ \ y / ' / ' , II ~ > ,,l ~ / / ~ - -5~~- . ~ • ' • • • ~ • ~ TOP OF RISER WEIR 5 x 5 BOX 343.75
~ w~ ~ 'BOX 374.50 / ~ 1 ~ , ~ I TOP OF RISER WEIR 4 x 4 ; 1 , ~ . 39.00 / ' - , . _ OUTLET PIPE INVERT IN 30 RCP 3
/ , , . , Gi / ' / n I ~ ' OUTLET PIPE INVERT IN 24 RCP 370.00 ~ I , / ; / / / = ~ • OUTLET PIPE INVERT OUT 30 RCP 338.00
, , , , / V n , r,~/ / / ~ _ _ _ OUTLET PIPE INVERT OUT 24 RCP 369.00 , 0~, j , i / / / / / ~ / , ,
/ / / / ,
/ / I \ \ / /
PLANT LIST
PLANT LIST A SPECIES COMMON NAME ROOT SPACING LOCATION OU
Blue Fla Iris Peat Pot 2' o.c. High Marsh/Edge 650 Iris vlrgmlca g
QUA SPECIES COMMON NAME ROOT SPACING LOCATION 90 Juncus biflorus Shore Rush Quart Cont. 2 o.c. High Marsh
270 Iris vir inica Blue Flag Iris Peat Pot 2' o.c. High Marsh Edge 9 , 1,110 Sa ittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh
» 45 Juncus biflorus Shore Rush Quart Cont. 2 o.c. High Marsh SCALE 1 =30 Peat Pot 18" o.c. Hi h Marsh » 9 SCALE 1 =30 1,665 Pontederia cordata Pickerel Weed Peat Pot 2 o.c. Low Marsh
470 Sagittaria Iatlfolla Broadleaf Arrowhead 9 195 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh 570 44 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o,c. Perimeter
? 65 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
65 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
\ / / ill ,I \ ~ / , I \ I l 1 / /r
/s- - / \ / \ 1 r \ 1 1 1 1 1
, / \ , \ \ \ 1
~ ~ 1 1 / l Y \ -
/ / / / \ 1 / \ j `ate \ I 1 1 1 I I 1
d \ ~ ~ \ 1 1 1 O ` 1
V~1 , , , ~ ~ 1 1 1 1
III / , , . ~ \ ~ 1 + 1
I ,'III I I / , , / , C Y \ > \~~1 ' \\\l~ 1 1 1 I 1 I III , , / , / / / \ ~ SlJn 11 . \ I 1 \
rl1 \ ~ \ 1 \ \ \ , / - ~ ~ 1\ I\ 1 \ \ \ ~
\ I - 111 \ , ~ ~ \ 1`\ \ 11 i ~ ~
, ~ \
/ / / \ ~ \
~ / , , . \ ~ III
II / /,r i i / - `350 I ~I
r ,J ~ " ~ f ~ 1 HIGH MARSH f 1,155 SF , r i \ ~ . 1 II
'r ~ ~ LOW MARSH t 1,155 SF r , / ! , , \
I / / t ~l , / ~ v
.~w~ / ~ , OPEN WATER f 990 SF
/ 9 r
' I Ss DIMENSIONS ELEV. , , , / I , ,
' , NORMAL POOL 3,300 SF 343.00 I r ,
' ' ~ V ~ I / ~ / / ' A ~ ~ I ! ~ TOP OF DAM WIDTH 10' 347.00 'I O
/ / ; p9~ ~ ANTI-SEEP COLLAR 54 x 54 , / / ~ / , ~ \ n
LIGUSTR(1 M S~~ ~I~'5 O.C,.' ~ / 1-YEAR STORM ORIFICE 1.25 343.00 - ~ ~ , , ~ 1 , ~ r f ,
~ , / ; / TOP OF ANTI-FLOATATION 7 x 7 x 2 340.00 / / ~ / / / / ~ , / , \ r r q~
- ~ ~ ~ 4 x 4 BOX 343.50 , ~ 1, ~ ~ _ TOP OF RISER WEIR ~N ~ ~~D
/ , ' OUTLET PIPE INVERT IN 24 RCP 339.50 / / ~v~ 6
OUTLET PIPE INVERT OUT 24" RCP 338.00 N ~uq~ ' °ooooeeeeoooo°o ~q ry e•`0 '(N CARP
o~°°,°.°°.°°°°~i
PLANT LIST ~ HESS! ° ° ~~0 ,Q ° o
QUA SPECIES COMMON NAME ~ ROOT SPACING LOCATION SEA ° e
160 Iris vir inica Blue Flag Iris Peat Pot 2' o.c. High Marsh/Edge 9 ° 5944 a a
25 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh v: ~ °p °
280 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh °o9J'~°°•~ I N~`s°°~ ~ °o~ °°°0 ~/'/°00°sooeo°°e~v(1°°oe
> 415 Pontederia cordato Pickerel Weed Peat Pot 2' o.c. Low Marsh SCALE 1 =30 ~ 2' o.c. Low Marsh A. BER~V,•°°° 27 06 °0jeeoooeooee0° 07
45 Saururus cernuus Llzard s Tall Quart Cont
40 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
i
Sheet No.
No. Revision Date B Designer Scale WITHERS RAVENEL \ ENGINEERS I PLANNERS I SURVEYORS 7A
REVIEW COMMENTS PER TOC O1/27/ 06 MS W&R 1" = 50' 1 1st
2 2nd REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date HIGHCROFT VILLAGE SUBDIVISION
3 ToC 3rd REVIEW COMMENTS 05/12/06 JAB MS 12/02/05 STORMW, 4 ToC 4th REVIEW COMMENTS 06/23/06 JAB III Checked By job No. AROLI NA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com -111 1
WAKE COUNTY NORTH C W&R 204191.0 CARY

4 REBAR 12" SKIMMER
0. C. EACH WAY 1 2" PREFORMED JOIN T RISER
FILLER, 12" WIDE

WATER LEVEL DURIN , LEVEL DURING STORM 1' MIN. FREEBOARD TOP OF DAM
" ''r;.
TRASH HOOD
- - EMERGENCY SPILLWAY ELEV.
- _
- II = - _ _ PEAK FLOW ATTENUATION POOL
. f _ - -
- - i -1~= _ - - -
~ t ~ . - ~ = i ~ MINIMUM SLOPE 3 . 1
i 1= _ _ - -I I
I~~-_ _ _ _
12'
- - ~-I i - -
- , ~ . _ _ EARTH DAM
~i~ ~b s ELEVATION SECTION !fp ~~lb ~ ' • ° III-~ , -
M aN~O - - - - - -I ~ DISSIPATOR PAD
90~~ pt -I - _ _ -
~~b 2000 PSF MIN. - - - _ _ _ - RIP RAP ANTI-FLOATATION DEVICE - _ _ _ I ~ ~ ~ ~
BEARING CAPACITY SEE SHEET 7A FOR SIZING DATA
BENEATH COLLAR Q
-I-_-_-_
- EEP COLLAR ~ ~ ~-I I = ANTIS _ _
-III= _ - - ~ ~ _ _
NTS -
_i i i-~ i i
RCP OUTLET PIPE
N TS.
STANDARD 2' X 2' GRATE AND FRAME PER NCDOT 830.16 CENTERED
OVER STEPS AND DRAWDOWN VALVE
4" DIP VENT & CLEANOUT PIPE
da •d°
C ; ' d ~
VOID SPACE CONCRETE PRECAST BOX
CONSERVAl10N POOL JOINTS SHALL BE MECHANICALLY
FASTENED WITH 1/4" x 2" STEEL
STRAPS BOLTED WITH 3/4" BOLT5
6" PRECAST CONCRETE SLAB ~-n '
4"x4" TEE
VOID SPACE NORMAL POOL h
k;:; GROUT EACH SIDE ~~:L~
PRECAST REINFORCED BOX ~'S
4" CAP WITH DRILLED ORIFICE (SEE TABLE SHEET 7A FOR SIZE) ~-n
PLACE STEM SUPPORTS
AT 3' FROM BASE
'0-RING' GASKETED
CLASS ill RCP
ATTACH SKIMMER FOR EROSION
CONTROL PHASE OF PROJECT
POND BOTTOM DRAW DOWN OUTLET
NTS
\ r- r / r PAVED INVERT GROUT 6"
\ ~ ''a ' ~ ° a ''e Q e' a d• . °
~ r ~ . .d
'a °,G ' 'a '
~ e a: . d ° ' , ' i °
4" NRS'GATE VALVE
SCREEN ACCESSIBLE VENT THROUGH DOOR RISE
RISER & DRAWDOWN DEVICE DETAIL
NTS
NOTE:
SKIMMER MAY VARY
SLIGHTLY FROM
ILLUSTRATION
0
FLOAT
(1) RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE 1. INSTALL EXISTING POND OUTLET PIPE. )R TO THE q
BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT 2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. ll~ :DIMENT r p OEN 2Q0
OUTLET END; CONNECTION W Y N T ITY N TR CTION. ONCE THE SITE HA: CONTROL DEVICE DURING ROAD A A D U IL COS U 1'HE SITE HAS 3. INSTALL BMP RISER AND DOWNHILL SLOPE. R.w 6
TO OUTLET PIPE OR RISER BEEN STABILIZE AND GRADING IS COMPLETED THE BASIN SHALL BE CLEANED OUT 4. i MP AM SLOPES WITH SEED & MULCH. '9~e ANED OUT STAB LIZE B D t 0~
BARREL PIPE LONGER THAN SHOWN ~>Y 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. ~R )M DRAIN
NOT INCLUDED WITH SKIMMER AND STABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED, THE BOTTOM DRAIN 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
SUPPLIED BY USER CLOSED AND THE NORMAL POOL ESTABLISHED. 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
(2) FINAL SEEDING OF ALL AREAS WITHIN TWO FEET OF ELEVATION ABOVE THE NORMAL 1 p0oaooeoo°oe HE NORMAL POOL ~1 CARp'^°,°
FLEXIBLE JOINT (NOT TO EXCEED 3' IN LENGTH) SHALL BE A MIXTURE OF PANICUM CLANDESTINUM (DEER TONGUE) AND PENNISETUM 8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL PENNISETUM GLAUCUM o°~~°°° ESS/
OFFCER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE pF 0 0 iUPPLIER. COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE. e Q~ o 0
(PEARL MILLET). SEEDING RATES SHALL BE AS RECOMMENDED BY THE SUPPLIER. ° SEAL °
I WATERING SKIMMER DETAIL TEMPORARY SEDIMENT DEV CE DE _ 9. CALL ENGINEER FOR FINAL INSPECTION. o ° e
(3) ALL BMP DEVICES SHALL BE SCREEN FROM OFFSITE, INCLUDING ON SITE LOT, VIEWS NTS AN EVERGREEN SHURB SCREEN AS REQUIRED BY THE TOWN OF CARY. VI WS WITH L ~ o °^oe 9J' °°°:~G I _
USE 2.5" SKIMMER W/ 2" HEAD (TYP.) °°,0 ~i~
°°p, A. BED ~J7 0,6 00j0 p000 VI U 0000000
0
I
O Date B Designer Scale
% No. Revision 1 1st. REVIEW COMMENTS PER TOC 01/27/06 MS W&R 1" = 50' Sheet No.
a c 2 2nd. REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date WITHERS RAVENEL MWATER MANAGMENT BASING DETAIL I ENGINEERS I PLANNERS I SURVEYORS 7B
HIGHCROFT VILLAGE SUBDIVISION 3 ToC 3rd REVIEW COMMENTS 05/12/06 JAB MS 12/02/05 STORMW/
c Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
CARY WAKE COUNTY NORTH CAROLINA o JBC 204191.0 i
Y

SITE DATA
PHASE 2B TRACT 1 TRACT2 Total
~ DEVELOPER: OWNI OWNER: WATERSHED PROTECTION
THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR ZONING HIGHCROFT VILLAGE PDD
IMPACT PROPERTIES GROUP HIGH( HIGHCROFT INVESTORS LLC D PROTECTION ORDINANCE JORDAN LAKE WATERSHE ( OVERALL ACREAGE 11.t1 25.36 36.47
140 TOWERVIEW COURT P.O. P.O. BOX. 3557 WATERSHED AS A HIGH DENSITY USE WITH THE ) R W ACREAGE 1.11 4.60 5.71
CARY, NORTH CAROLINA, 27513 CARY, CARY, NORTH CAROLINA, 27513 NTAGE 138.8 ~ PROJECT IMPERVIOUS PERCE
GENERAL NOTES 919 463-9940 FAX. [phone] EL. TEL ( ) ( ) i-9983 EL. [phone] FAX. [phone] PROPOSED NUMBER OF LOTS 13 89 102
1. ALL CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD ATTN: COLEN DAVIDSON, JR. TTN: ~m- TTN: COLEN DAVIDSON, JR. TRACT 1 -ESTIMATE 6,000sgft IMPERVIOUS SURFACE ER LOT ALLOWS FOR 50x60 BASE FOOTPRINT, PROPOSED DENSITY (DU/ NET ACRE) 1.7 1.8 1.6 P
SPECIFICATIONS AND DETAILS. 1,500 sgft. FOR WALKS & DRIVES AND ALLOWS MIN LoT slzE PROPOSED 12,050 5,211
2. WETLAND & STREAM BUFFER DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTS. STREAM BUFFERS CONTACT/CONSULTANT: ARE BASED ON TOWN OF CARY RULES & REGULATIONS. 1,500 sgft. FOR OVERRUNS & ADDITIONS. AVERAGE LOT SIZE 16,700 6,282
3. BMP DEVICES SHALL BE UTILIZED FOR SEDIMENT CONTROL DURING THE INITIAL CONSTRUCTION OF THE PROJECT. WITHERS & RAVENEL, INC. TOWN OF CARY TRACT 2 -ESTIMATE 4,200sgft IMPERVIOUS SURFACE STREETS LF 820 3,685 4,505. PER LOT ALLOWS FOR 45x55 BASE FOOTPRINT,
& RAVENEL OFF-SITE TOPOGRAPHIC 111 MACKENAN DRIVE = 4. ON-SITE TOPOGRAPHIC INFORMATION BASED ON FlELD SURVEY BY WITHERS , PROJECT # 05-SB-034 SEWER FLOW 3,640 24,920 28,560 800 sgft. FOR WALKS & DRIVES AND ALLOWS
N INFORMATION BASED ON WAKE COUNTY GIS DATA. CARP, NORTH CAROLINA, 27511 3008 925 sgft. FOR OVERRUNS & ADDITIONS. DENUDED ACRES 15.6 AC
Y WITHERS & RAVENEL INC. TEL. [phone] FAX. [phone]. BOUNDARY INFORMATION IS BASED ON SURVEY B , s ATTN: JASON BERTONCINO, PE IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (SF) 27,659 137,014
6. DRAINAGE AREA DELINEATION BASED ON TOPOGRAPHIC DATA WITH ADJUSTMENTS MADE FOR FUTURE LOT
DRAINAGE ASSUMPTIONS AND FlELD OBSERVATIONS OF EXISTING CONDI110NS. WAKE COUNTY PIN NUMBER 073 AVERAGE ALLOWABLE IMPERVIOUS AREA PER LOT (SF) 6,000 4,200 IBER 0734-02-76-0395 NOTE:
2 ARE DIVIDED BY THE CENTERLINE OF THE STREAM ESTIMATED IMPERVIOUS SURFACE LOT AREA 78,000 373,800 TRACT 1 &
A 3 LOCATED BETWEEN LOTS 27 THRU 34 AND LOTS 101, 112 AND 113 IMPERVIOUS SURFACE AREA 105,659 510,814 616,473
IMPERVIOUS SURFACE % 21.8% 46.2% 38.8%
~ I I \ J ~ \ /
_ I II I I \ l 1\ J / I I I \ \ \ J
_ \ I / I I I ~ I \ \ \ ` ~ I / /
~ v I v _ v I v vIll III JII I I \ ~ ~ I~ I \ ` \ / ~ I I I I I 1\ ~ i I\ ~ \ l l/ II \ I I I 1 ~ ~ I ~ \ \ / l~ /
I I III I 1 / ll l S r
1 ~ ~ I ! \ / \ ~ \ / I I Ir J ~ 1 1 I 1 I VA v vv / II I I( I / I I I 1 v / vv/ / / i~
J/l I ll 1 I \ l \ \ I I _ I I J I ~ it I ~ V~ \
~ \ 1 ~ \ \ _ III \ \ _ I~ I I I I \ ~ ~ / ~ ~ I - I I / I i \ ~ ~ / J \ / A \ vv
- I \ \ \ ~ - IIII` \ III / / / / ~ _ \II 1 \ I-/ I \ / I I I 1 I \ t I J J ~ / 1 I ( \ I
/ \ ~ \ - ~ \ - \ \ II / / \ \ . \ \ \ III I l / \ I I J ~I r
\ \ \ 1 ~ ~ ~ \ I 1 1/ I I \ \ I 1
I I , - \ ~ ` - \ \ I I ~ 11 I I I \ \ \ - I I I , \ ~
I } \ - I 1 I ~ , _ {APE 'B',Bt~EE, \ \ ~ \ ~ \ \ / ~ \ _ / I ~
/ \ I 1 \ \ II I II \ \ _ ~ ~ 1 l ~-1 \ ( ~
I I
I \ 111 v I ~ 1 ~
II ~ II ! \ ~ \ i / I II / \ ~ \ \ /
. r I 1 5 50 5, SF 5.500 SF \ \ \ \ \ \ \ \ \ \ \ \ - - . - _ / / I / \ l 5 ~ ~ ~ \ 1 \ \ \ \ \ \ \ \ \ ~G - ~ ~ I I I ~ / ~ ~v v v v 1 ~ v A I /II I vv 1~ v~ v ~
/ 1 q \ \ \ \ ` ~ ~ \ \ f~l~-B734:~A2=7$~~9 ~ III \ \ ~ I ( I / / / ~ 1
/ / } i I I \ x S \ \ •6832`5F' \ ~ \ 11 r'- -'1\1 I I I \ / I \ - - \ \ \ \ \ \ \ \ I I 1 ! J / \ /
/ ~ \ \
/ / I \ >I I ~ III ~ I I ~ \ / / 1 \ /
\ ~f 1 II 1 I \ ~ ~
/ 1 I ? ? \ `1 I\\ \ \ 1 } 11 is ~ ` JJ I _ ? \ \ ? 1 \ \ l 1 f \ I \ ~ 1 4 - \ \ 1 ~ \ / \ / N F r~ \ \ 1 \ F I \ / I
1 \111.,111, \ \ 1 ~ ~ 11 / / , _ \ \ \ 1 \ \ \ 111 1\\1 1 \ . \ \ ( I ~ \ I JJ / III vv \ / J \ I ~ \ \
I - ~ \ \ } 1 1 \ 1 \ 1 ,111 \ \ \ \ ~ ~ - / ~ I I I ~ (l WEST CARY II \ / / ` ~ \ \ \ }1 I 1\ y ~11 1 1 111 1 \ \ / I bw , ? v v v v A I I l u 1 11 1 1 1 ~O 1 1 ~\V / \ IIII I WEST CARY APART ENTS LLC ~ / J I ~ / / J ~N II ~ / ~ l l 1 I \ ~A~h eARTNER L C \ J
/ / ~ \ 41 ` / r / - 4 ? 1 } \ \ ? 1 1 1 1 1 1 ~ 1 11 \ 1 1 1111 1 1\ I 4 \ / / 1 I 1 DB 7 ~ / / II I \ \ i / \ DB 7748 PG 2~7 / / I ~ 1 \ 7 / ' - ~ J 1 / / / / / / III \ DB ~06'95\RG 260 ~ _ \ / / /
/ l 1 1 1 1 53 54 \ ' I \ \ , 1' 11 } 1 11 X11 1\ \y 11 I / / / l a 52 1 I I i 1 1 1 1}} 1 1 1 1 1 1 \ 1 1` I' / ~ I \ ~ /PIN 07: / ~ II ` ~ 5497 Sk 5 I I ' 1 1 1 1 1~ \ \ \ I \ \ / / IIII i ~ / I I I ~ ~ ~ ( / PIN 0734.02-75-973 / / / / / ~ ~ , ~ , ` ~
/ \ ? 7 6 SF 1 k I F 1 \ \ ~ _ / / I~ 1 6,327 SF< 5,32 SF ,496 SF ~ ~ ~ I I I I I 1 1 I I \ \ \ 7~ 1 ~ \ \ \ ~ \ III PINS 07~' 04 7~4 849 _ - - _ ti ~ I /
/ / 1 . \ \ \ c \ 1 1 .7 I I I I I 1 ~ 5,~t~ } 1 \ \ \ ` \ \ \ \ / / / / I 1 1 \ / p ~ ~ \ 1 1 1 ~ I I I I , 1 ~ I I 1 1 \ 1 1 1 \ \ \ ! \ ~ - I 1 \ ~ ~ / / I III \ \ I ~
- - - - ~ \ / / / / / i _I III \ ~ - f \ ! I \ \ _ / / i / ~ III . ,1/ ~ II , ~ - ~ ~ I I 1
m b w _ / / /6,589 I / 1 I I I I F~ j I I I ' 3.49 SF\ \ \ \ ~ 111 I 1 I I I~? \ ~ ~ '
~ I I `gel \ \ \ ? _ / , l' / 1 ! q I I 1 I I a 1 I \ \ \ ` I I , I I u / / 1 - • / 4'
II II R1 ~ \ \ \ ? , / / Ir I{3,4d9 ~ I I I I Ix ~I I I I 1 1 1 \ \ 1 1 \ 11j1 ~\\~?1Yn \ ` J i' i' / % / / / 1\ III i 1 1 \ \ ~ s / i . ~ . \ / / / /
lyl /.I ^ I \m _ ~ I 1 1 I I 1 1 I I ' 0 / 1 \ \ \\1\ .•-1:_~? \ ? I I'1 ~ T / 1 \ .p ! / I I ! \ \ \ I I '\1 1\\ \ -',i i' / / l / l , 1 II 11 111 \ 1 \ - ~ i
I I i I \ \ / 1 ! 1 I I I 1 / / ! ~ \ \ \ I `'z \ 1 I I 1 1 II ` \ N I 1 ~ I ~ ? \ \ / ! ! / / ! I I I 1 / I \ 1 ? \ I I I I \ 111___- ~ \ ' a I \ \ _i / / / / , 1 I 1 111 1 \ \ \ \ - / - t \ ~ / / / / I 1 \ / /
~ /r 111 / /i / / / , I I I I 1 1 1 \ ~ / ~ ' ~'~/I// 1\ 1 moo--- ~~.1 i i / / 1 I I 1 III 'N~ - _ _ ~ I
~ / Z III j n i / / ' ' / I ~ \ \ ~ ~ \ ' II I\'\\~` ~ ~ ~ ~ ~ ~ SErI I- I I ` \ ` 1 1 / / 5,351 Sf \ \ \ / . \ ~ - I 1 1 I ~ i / / / / ?+f 'i:: I 1 1 I III I I \ \ ~ \ ~ ? - /!1 111 1 , i / ?"+E'~ 1 1 I I I l 1 \ t- - / ~ ~ L~ ~
v I ~ \ \ ~ ? 1 I 1 / / / ~ - \ \ \ \ \ ? ~ /
' -11 \ I I? ~ _~i i' i' / / / I 1 I III \ ` - i--- ` ` / / l
~ / I \ 5/758 ~ / / I ~ 1 " - _ - - \ \ 1 \ \ \ I \ ~~V~• \ \ I~, yam'. I \ \ its/~~\ n/ I / I / / / / / /
~ I ~ J _ \ ` \ \ I \ /
/ I \ ` 5914 SF I - _oec ~ \ ` \ \ ~ ~ \1\I\
, l \ `mi'l - I I 1 1 \ ~ ~ \ \ ~ \ / I I \ _ \ ~y J i , / :i%`:::~: I I I I I 1 1 ? \ W ~f / I J
/ / I I I ~ ~ ? 1 , 'I _ - `5,51 l \ \ I I \ \ \ ` r 1 d 1 / ~ -,5,878 SF - - \ \ \ \ ` \ ~ \ \ \ I I 6 - '.l:i:i:i `i 'uu' I ~ \ i' \18. \ ice' \ i
/ / I 1 I - ~ \ \ \ \ \ _ - \ \ \ ~ .
r~ _ , \ , ~ / I 1 ~ I I ~ ` ~ \ \ ~ \ 5,51 \ 1 \ \ \ \ \ \ \ \ ? \ ~ I 1 - _ , \ I 1 \ ~s~ ~-5516 SF ~ \ \ 1 I I ~ ? ~ ` \\J ` \ \
\ ` I
. / / ~ I I 7,251 SF ? ? \ ~ \ 5,51 SFI I f \ \ ? \ \ \ \ ~ ~ \ \
/ \ 1 II / , 8~ \ \ ~ 5;517SF I I I I I 1 ' \ \ \ \ \ 26 ` \ _ \ ~ ~ \ \ \ 1 1.. I \ \ \ \ 1 1\ \
/ / 1 \ I Iw ._Q \ X954 SF I Il 1 I I 6 I ~ ~ \ \ \ ? \ _ ~ ~ / 11~~'I , 3944-SF- ~ ` \ 1 ~ I I 15.k1511 SFI I I \ \ ` ` \ ? 1
N I I I ,,~y \$787 1 1 I I ~ I f I I I I \ ~ / c-1 II I ~ V I 61SF'- - _ ? } 1 I ~ I I I I I I \ \ \ ? ? ~ I / \ I I \ ` i\ " 1 1v \ \ \ \ \ ~ I .I ~l 1 I \ \ \ ~ /
/ N 1 11 I 1 - _ ~ \ \ , ~ / . 1 1 I I I I , I 6D I , , / \ \ 1
~ ~ - - / ` ~I I \ I 1 1 ~ \ fi,0~6 SF / 1 1 j I I I 1 ~ I / / 1 1 ~ 1 - II I ~ } \ I I 15,1510 51~ I I 1 1 ' ~+8'Sf \ R~L3I I ~ I I g l I I I I I I I I I I /111 1 1 1 \ 1 1 \ ` 1 / !11 111 \ \ ` \ \ \ to I ~ 1 ( l Il 1 / ~ - . \ \ - \ \ 1 1 \111\ \ \ \ - \ I 1 / / I I I / \
II ~ I 1 1 I\ 'R31~ 1 1 , I I I I i C,07 SFl I I I I I I 1 1 1 I I 1 I \ \ \ 7 / 71 I I I I I I I I 1\ I - - III I 1 l I - \ 11 I I I I 1
1\ I 1 } ? \ 1 1\ 1 I I I I I I I I I I I I I 6 1 I ' \ 1 ? ~ ~ / / / I i II 1 \ I II 5916 SF 1 1 \ \I ,476 SF ~ 308 SF \ I I I I I I I \ I
1 I ~ 1 1 l 7 1 I I I I 1 1 V. ia'~ 1 , 1 , 11 \ \ i- I I 1 1 l I 1 I , 1 1 1 , 1 1 l I' I I 1 \ \ ~ _ / \ I t II I 1 \ \ ' 11 1\ \ I t 16,9071 SF I I ! I t I I I I I I l I I I I I 1 1 9\ \ ? \ / \ 1 1 1 11'2 11///~ ~ ~ / / ~ I _ ~ I \ \ / / \ ~ \
I I \ \ 1 \ 'ti•:•. ~ 1 I ' I ~ 1 I / 16f I I I I 1 I I I I 1 \ x\ ~ I 11~ I I ~,5761SF \ v l i 11 I I 1 I i I i I I I I 1 1 I I I I 211 1 << ~
\ \ I - I I h I I 1 \ ~ ~ \ I / I I 1 1 \ 11 11 \ \ \ \ \ } I I I I I I 17,937 SFi 1 l / 1 1 ( \ 1 ~ \ \ \ / ~ \ I \ \ \ \ \ \ ~ i I \ i 1\ \ \ IIY 1\ 1 \ \ \ ~ ' / 2,97, SF/ I i \ I f ~ \
1 ~ i 1 1 v 1 1 ` v` \ 1 v I I I I I 4, / I I 18930 5F v v \ 1 J I 1 A v I r v
/ / / / I ~ ~l I I II \ \ \ \ \ I - 18 ~ ` \ ? \ \ ? I I i I I I 11 1 1 1 jl ~ ? \ \ \ \ \ ~ \ 1 1 / 11 I \ ` ~ ~ 1 / / / 1 1 / \ \ ` ~ 1 1 / /II \ \ ~~ii~ /II/ / / f I I I ~ Z I
i / / 1 I \ ? ~ ~tt l 1 1 1 - / / p 0 1 \ \ \ \ \ \ ~ I LA 1 I I 2~ \ \ \ 1 \ \ \ I I .1 C \ \ I r~\` / ~ \ \ \ \ ~ / I I I / 1 I I In : I\: ~ \ \
/ / / / / ~ 7 I 1 7 L93 \ 1 \ 6 \ ? \ _ I I I I I 11 ' \ \ s.79B\\~._ - / / ~ I \ \ 109. SF`? \ 1 I 1 I I \ 6,h2D 1~ 1 \ v , ~
1 \ ? l 1 \ \ \ ? 4 1 \ I I J
~ / / / ~1 II \ 1 \ \ \ \ \ \ \ \ 1 1 ' 1 \ \ \ I I \ \ 11 1 1 11 1 1 II 1 1 \ ` ~J\ ` ~I ?
- / / / "J I ~ \ \ ~ \ 1 1 11 •1: • ~ \ \ ~ l 1 1 11 \ ~ ~ 1 ~ ~ } 11 ' I ' 11 1 1\ 1 1 \ 1 g\ 23 I 1 1 1 1 \ \ I I l 1 1 \ i 54 ~ / / / / I 1 1 \ \I \ \ .ca, \ \ §F 1 } 1 ? \ \ \ I I i I 1 1 I l\ \ \ ?57~SF\ ~ ~ ~ ~ - 1 I \ \
i / r} I ? \ ~Pr \ \ \ ~ \ ? I \ \ \ \ ` ` \ \ \ \ \ 1\\``~ / ~ \ ~ I I ` t \ \ ` ` \ /W ~ \ \ \ \ \ , 1 P \ \ \ \ \ _ 1 III ? \ \ \ \ 't'~950~ \ \ 1 \ II . \ : 1 1 \ \ \ \ \ \ \ \ \ . I\ .
/ / / / z I \ \ \ ~ l 'L;.: \ 1 \ \ \ \ ` \ 1 1~ 1 116 17 \ ? \ ` ~ ~ ` - _ / / / / W I \ 1 \ \ \ \ \ ~ \ 1 1 \ \ .09 SF \ \ 1,0 41- _ _ a 13 14 I 11 1 ~ \ 2 ` 2 \ 61 I 1 ~7 1 1~ \ ~ \ ~ 111 \ \ \ \ \ \ \ \ / W ~
/ / LtJ } 1 2 1 \ \ \ 1 'I' \ \ \ \ \ \ ? 500 SF 55001 SF 51514 5,75 SFI 1\63 S 720 ~ ` ` ~ ~ 6'. / N F, I 1 , \ \ ~ 3;~7s~ SF , , ~ I , ~ ~ , ~ I q \ ~ I I 1 , ~ I I ¢~,2461SF "1 ~ \ \ ~ \ ' \ \ \ \ ? / I I I 1 1 \ `8 25'SF \ \ ~ `5. SP\ \ B Sf~\ 5187$ SF~ I 1 ,11Q ~ ! 1 ~ V . ~ ` I ~ ` ` \ ` \ ^ \ \ 1 1 I ~ \ \ \ \ \ \ ` ~1 \
- R ~~OHNSON FAMILY LLC ~ I I 1 \ 1 \ \ 1 1 1 ' \ \ \ t I 1 1 1, ~ - ~ \ \ \ 1 t \ 11 \ \ \ \`~4a 1 \ \ \ \ \ ` \ \ \ 1 \ \ 111 \ \1\ 1 ~ ` ~ ` ` ` \ ` ~ \ \ I
\ \ ~\1 I@@Ip'f S \ ~ \\11\ 11~ ` ` \ \ 1 ` \ \
DB $~•1~8\PCZ 1404 , , I , / , , I , II I I I ~•g~p r - 1 I I 1 - , ~ ` , \ \ \ / - \ I I I / 1 I I I I I I 1 I I \ \ \ \ \ \ \ ; ~O,T~'PE ~ x0033' _ _ \ \ \ ? \ \ \ \ ~V`~ D; ~1u ~ \ \ \ \Y \ 1 1 \ 1 1 1 \ ~ \ \ ` \ . 1 \ \ \ ~ \ ` \ \ \ 1 1 1 1 \ / GRAPHIC SCALE
/ PtN# 0734.02-67-8756 \ \ , I 1 1 i i I I I I 1 1 I I 1}y~~ I ~ ° ~ ~ ~ \ \ \ \ \ \ ` \ ` \ \ l 1 1 ? \ \ 1 \ \ l 1 1 1 \ \ \ \ \ ~ \ ~ \ \ \ \ \ \ \ 1 1 1 t I \ \ I 0 50 100 200 \ \ \ \ \ : C. ~ \ \ 1 \ \ \ \ 1 1 1 1 1 1 1 \ v : I\ : I 100
' \ / / / 1 1 I I I 1 ~ I ~ 11 ` .,`r`~ \ \1 \ 1\ 1\ 3°~ ~ ~ti I \ ~ ~ \ y \ \ \ ZONED: ORD ~ m ~ / / l 1 i i ' 1 11 I I I ? I i_ ~I,> ~ , , \ , 1. \ - 1 ` \ ~ \ \ \ ~ \ a - \ \ \ \ 1 \ \ \ \ I 1 1 I 1 1 1 1 1 1 I \ \ ~ \ ~ \ \ 1 \ f \ 1 1 1 1\1 1 1 \ \ \ \ \ ~ \ ~ \ \ \4~ ~ \ \ I 1 ! \ \ . \ I 1 1 1 1 u l 1 1 1 \ \ v/
I 1 I~/ / I I ~ \ \ \ \ - - } \ \ ` \ \ \ fiAS 11 ~ 1 \ \ 1 1 1 1 1 1 1 \ ~\`w\ \ \ \ 11 t 1 Ir t \ 1~ \t 1 1 11 I I 1 1 ~ -1 \ ~ 1 \ \ 1, \1 I ! I ~ 1 \ - _ 1 inch m 100 ft.
/ II , I I \ \ 1 I 1 x I I I \ \ \ , _ \ 1 \ \ \ _ ` \ \ \\\1 1 \ ` 1 ` \ ` ~ ~ 1 , , , 1 1 111 \ \ 1 \ \ \ \ \ \ \ \ w \ \ \ \ ~ ~ \ / / / I \ \ I ~ \ \ ,11 , 112aa \ 1
\ \ \ \ 1 \ \ I I / / ~ \ 1 \ 1 \ \ \ \ \ 1 \ I r/- \ \1 \ \ \ \ \ \ \ ~ \ \ \ \ t 1 I ` r-' 1 I \ \ 1111 ~ 1 1 1 ` ` ` 1
f II I I / ~ I l 1 \ \ V A I I II I 1 ~ 1 } 1 \ \ \ I „ I / J I I ~ \ \ \ N\F \ \ \ \ \ \ \ \ \ I \ \ \ ~ \ \\11 ` 1 I / ` I I I1~ 1 ~ \ \ \ 1 1
III I / I ~ } 1 ~ ~ \ \ \ \ I ~ I I w / I I / ~ ~ \ ALMA M. STITT \ \ \ \ \ 1 \ \ \ \ 1 1- II 11 \ \ \ \ ~ ` \ \ 1 1 1 1 00° °Ao \ \ 1 \ 1 I i `1 \ \ 1 \ 1 1 1 I \ \ \ \ ` \ 1 r I o CA °o \ \ .\1 \ \ \ 1 l \ \I 1 \ " 1 ? ` ? \ \ 1 1 11 I o°° ~~°ooaeoTO~
II 18 I I \ \ \ \ \ \ \ \ \ 1 \ ` \ \ 1 \ \ \ \ 1 \ 1 \ \ \1\\\`~~\ ?~1 t 1 I "I" I °o ~~°oo epoo / 00 \ 11, 1 , , \ \ \1 \ --\\111 1' ` II ~ AUG 1 0 2006 0 ~°°°(ESS~o °N \ \ \ 1 \ 1 \ \ \ \ ! 1\ 1 I ~ ° o a °e
~ I ~ i n I I \ \ ~ \ ~ ~ \ 17 PG 533 \ 1 \ I II / ~ I I \ \ \ DB 20 \ 1 I II 1. / / I I \ \ \ \ \ \ \ \
1 I III I I I \ \ \ ~ ~ \ PIN 0734.02-66-3246 \ \ \ \ I I 1 1 11 1 1 ~ 1 1 t l 1\ \ \ \ - 1 ? 1 1 111 11\ \ \ l l l l DENR • W ° ~ A f ° o \ \ \ 11 I 1 1 1 1 ~ I I ? \ 5901 11 j l l f I I I I I I 1 1 1 1 / 1 1 1 ATER QUALITY S E e
I `I I I I \ \ \ \ \ 1 \ I I ! \ , I I / I I \ _ \ ZONED: R40 I I \ \ 11 I 1 I • . \ ..`1 \ 1 1 / / / / / I NIfTIANDSMIDST e \ \ \ 1 1 I 1 1 1 I ~ ! 1 / , , / ~ ORMWATFR BRAN ° ° , \ I 1, , ~ ~ I. , I o 259 ° o 11. \ ~ vo ° e
I I III / / I I ~ ~ \ ~ , \ \ \ 1 \ \ I \ ~ 1 \I : f~ : 0 9 ° ~ o
111 I I / - ~ - _ ~ ~ - - I 1 I I \ ~ 1 1 1 o° N
I III , I - - - f- -F- - - \ I 1 - - III 1~ / \ \ ? I / \ I I ~ \ I I I 11 \ °B0°°°s ooaoooo I 1 1 I I `1` 1 I o
i
i Sheet No.
No. Revision Date B Designer Scale W&R 1 80'
o Drawn By Date
m JAB 07/27/06 HIGHCROFT VILLAGE SUBDIVISION SITE SITE PLAN & DRAINAGE AREAS WITHERS RAVENEL ENGINEERS I PLANNERS I SURVEYORS
a Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
WAKE COUNTY NORTH CAROLINA a JAB 204191.0 CARY
Y

I
621 - - - - SR 1 - ,
_ L RC N- H 00 o SC a OPE NH ROAD - WETLAND POINTS COOL - - -
REE - - G 0~ ~ 13 - - 7 L 1 _ _ NORTHING EASTIN G DESC.
1 ~ - 746833.07 2036699.64 "WLF 517
WLF 543 W~ (1J - - 74 WLF 542 6830.12 2036699.34 WLF 518 543
746841.72 7 2036 16.16 WLF 516
WACrc n _ ~ WLF 544 WLF 3 6 ~ 'r " wLF say ~ 746845,25 2036731.93 WLF 515 wLF 5aa CENTERLINE ~
WLF 445 TIE 500 'WLF TIE 500 ~ WLF 540 0 746833.05 2.036726.18 WLF 519
WLF 500 WLF OF ROAD 746835,62 20367`48,76 WLF 520 WLF 500 WLF 539
~ WLF 501 WLF ; _i, WLF 502 WLF 5; LF soy wtF s36 746847.25 2036781.73 WLF 521 sot WLF s37 TOWN OF CARP
z N ~ O WLF 503 ~ ~ 'WLF 536 746853.66 2036815,00 WLF 522 '3 ~ ~ ~ wLF 53s WA TERLINE EASEMEN T
f ~ { ~ ~ WLF 504 ' ' WLF .535 • 746860.14 2036836,44 WLF 523 • ~ ~ WLF .535 DB 8714 PG 16 71
Q O WLf 534 - 746874.14 2036856.85. WLF 524 WLF 534 I 746899.83 2036867.21 WLF 528
W'LF 505 WLF 533 WLF 533 746910.46 2036851.41 WLF 509
WLF 506 WLF 532 LF s3z 746899.80 2036836.00 WLF 510
WLF 507 ~ F 531 V U WLF 508 ' 746893.01 2036840.07 WLF 527
WLF 510 •WLF 530 -7 WLF 511 WLF 509 ' ' ' F 529 WETLANDS 74 6883,06 2036833.53 WLF 526
GRENH ES A Z WI.F 512 WLF 528 AREA #5 ~ 746876.09 2036837.53 WLF 525
~ WLf 515 WLF 513 SR 1627 _ WLF 514 WLF 526 WLF 527 WLF 525 0.2, ac O ~ N\F 746885.88 2036812.66 WLF 511 9066 SQ.FT ~
WLF 516 WLF 524 F 523 C0 746872.04 ~ WESTRIDGE ASSOCIATES 2036795,30 WLF 512 4 WIRE 746863.22 2036773,62 WLF 51
A ' WLF 522 ~ WLF 517 ~ WLF 521 Cn -FENCE ANC PARTNERSHIP 3
0 WLF 518 'M-F 520 746848.02 2036749,86 WLF 514 DB 5476\PG 728
WLF 519 ~ 7469.09.93 2036885.83 WLF 529 BM 1979\PG 135 ~ 746924.16 2036908,07 WLF 530
PIN# 0734.02-76-8838 74694299 2036929.17 WLF 531
ZONED: GC 746963.82 2036956.27 WLF 532
~ UJ ~ 746986.70 2036981,83 .WLF 533
~ ~ 747010.27 2036 7 99 .89 WLF 534
~ ~ ~ 747016.51 2037008.45 WLF 535 I
j VIClNtTY MAP ~ 747031.98 2036981,58 .WLF 503
NOT TO SCALE ~ 746975.77 2036937,26 WLF 505
i ~ 7469.55.92 2036915.11 WLF 506 1
' 746938.65 2036884,75 WLF 507 746924.88 2036870.84 WLF 508
WLF 600 TTP'_ 1 747029.31 2037020.95 .WLF 536
CORPS OF ENGINEERS CERTIFICATE; wLF soi 747045.69 2037002.46 WLF 502
WETLANDS WLF 6D2 747059.23 2037020.93 WLF 501
"This certifies that this copy of Phis plot identifies as waters of the U. S. or wetlands all areas of wafers of the U. S„ including wetlands, regulated pursuant to Section .404 of the Ciean Wafer act ~ L~ . j ~ ~ 74705297 203703206 WLF 537 AREA #4
as determined by the undersigned on this date. Unless there is a change in the low or our 0.03 Ac 747068,01 2037038.28 WLF 538
published regulations, Phis determination of Section 404 jurisdiction may be relied upon fora LINE TABLE 7 1303 SQ.FT \ 747074.51 2037042.46 WLF 9 7 1 A ~ ~ 53
period not to exceed five years from this date, This determination was made utilizing the LINE DIRECTION DISTANCE ' 1987 Corps of Engineers Wetlands Delineation Manual." L1 S 81'51'58" W 85.21' WLF 603 r:~ 747074.06 203703252 WLF 500
L2 S 74'02' 12" W 187, 79' TO CREEK ~ 747083:35 2037037.37 WLF 540 CENTERLINE OF BRANCH WLF 604 TT CH
L3 S 80' 16' 15" W i 19.49' _ 747087,27 2037026.69 WLF 445 TIE 500 IS PROPERTY LINE ~
~~;;me - ~ L4 N 02'17'53" E 602.35' I'' ~ 747104,93 2037036.30 WLF 544 WLF say n cH ~ 747114.70 2037043.42 WLF 5.41
T;~Ie C5 N 8740'46" W 369.69' N 1 747144.00 2037033,$5 WLF 543
~ L6 N 87'34'06" W 27,49' ~ Dote L7 N 00'20'42" W 1659.77' WLF 607 TT CH
WETLANDS 747141.78 2037041.69 WLF 542 WLF 609 CL 2 N\F 746562.06 2037683.98 WLF 60 TTP
LS N 00'39'30" E 453.63' I L9 N 00'35'52" E 1109.64' AREA 3 WLF 606 0 L ~ ~ DAVID S. DUKE 746556.05 203766 0.07 ac ~ 9,65 WLF 601
L 10 N 00'33'59" E 519.48' 3041 SQ.FT (i c 746531.47 2037655.47 W F r ~ DB 81,2 PG 2733 L 602
> > ~uew~ L 11 S 8725'37" E 368.96' ~ PIN 0734.02-76-8393 746497.50 2037624,70 WLF 603
~ i, MI?;HAEL E UICKERSON, NC PLS, L-3639 DO HEREBY ~H ~RD , L 12 " W .72' S 00 40 29 603 WLF 610 CL 3 WLF 608 Cl2 ITCH 746481.14 2037609.84 WLF 604 TT CH
CERTIFY THA 1` THIS MAP WAS PREPARED UNDER MY Q~ gs"" ~7 ' j 1,, p E !0 L 13 N 8757'04" E 454.66' I SUPER U.SIGr~, AND ACCURATELY DEPICTS 7HE Q. ti ~ N F TO TRA V LIN 746405.12 2037541.04 WLF 605 TT CH RAV LINE WLF 613 CL3 ?
~OCATION~ 0. SECTION 404 JURISDICTIONAL AREAS S 010738 W 385,26 746393.16 2037513.68 WLF 606
AS DELINEATED BY 801 & NyIRONMENTAL * SEAL L15 ~ 4 ALMA M. STTT ~ L~39 ~ ~ S 01 07 33 W 1114. 6 ~WL6F 6~41LCL 3 WLF 6v cL 3 746386.74 2037498,33 WLF 607 TT CH WLF s,4 cL a ~ ~ ~ wLF siz cL 4 746323.39 2037438.24 WLF 609 CL 2
~ ; L1s s oro7'S4" W 2173,50' DB 2017 PG 533 4 ~ ,~0 0 ~ Cf ~0 ~r y . L17 N 86'52'40" E 983.32' PN# 0734,02-66-3246 wLF sss cL2 rTCL I ~ 746309.62 2037442.25 WLF 608 CL TT H
°J!CHAEL E. DICKERSON, NC PLS L-3639 DATE S' SUf~~,. Q~~; L 18 ' 9F ` S 01'42 26" E 636.78' u 2 C 746292.49 2037385.54 WLF 610 CL 3
(IF,p~G'~.~ ZONED: R40 - _ _ _ - _ _ 746265.32 2037375.36 WLF 611 CL 3
I nn?~4q~ L 19 S 40'29'04" W 205.71 ' L20 S 56'51'22" W 196.10' I i • . o, - - - - - - 746257.18. 2037371.49 WLF 612 CL 4
L21 S 25'29'34' W 138.64' OD N ~F N\F ~ 746249.89 2037359.33 WLF 613 CL 3 ti
NOTES: L22 S 00'34'39" E 993.62' ° RUTH SEARS BUG SEARS BUGG 746245.44 2037347.60 WLF 614 CL 4
L23 N 89'10'05" W 784.42' ~ 1. AREAS COMPUTED BY COORDINATE METHOD. BC FERN T. BUGC L24 N 00'33'34" w 519.80' rn ZN T. BUGG 746252.86 2037346.22 WLF 614,1 CL 3
2. BASIS OF BEARING IS NC GRID NAD 83. LZS N 89'25'04" E 149.96' DB 7837 PG 30( i37 PG 300 746257.18 2037337.46 WLF 614,2 CL 3
MB 1987 PG 206 3. THIS PROPERTY IS NOT LOCATED IN A FL000 AREA L26 N 00'33.30 W 1432.71' 746240.40 2037344.09 WLF 615 CL2 TTCL 37 PG 2063 745489.74 2036867.64 WLF 505 ST CH LOW
PER FIRM MAP /~37183C0290E AS LAST PUBLISHED L27 N 75'5122' E 190.99' PIN# 0734,02-76-C AND REVISED 03/03/92. 4,02-76-0395 745415.64 2036936.86 WLF 504 ST CH HI H
G 745655.44 2036950.84 WLF 550 TT CH
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 745651.34 2036953.36 WLF 546 TT CH
5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A T17LE REPORT AND MAY BE SUBJECT TO ANY 745651.01 203696.0.91 WLF 547
MATTERS THAT A FULL TITLE SEARCH WOULD DISCLOSE. N F 745653,93 2036964.92 WLF 548 \
6. WETLANDS WERE DELINEATED BY S&EC WEST CARY APARTMENTS LLC 745658.59 2036956.39 WLF .549
ON APRIL 2004 AND FIELD LOCATED BY WITHERS & RA VENE_ ON APRIL 14, 2004. 745678.53 2037065.27 WLF 319 CL3 TT 502 cn DB 7748 PG 207
( ~ 745685,40 2037082.45 WLF 551 ~ PIN# 0734,02-75-7973 745682,14 2037082.33 WLF 318 CL4
w 745679.98 2037091.08 WLF 317 CL3
MAP/DEED REFERENCES; DB 7837 PG 300 (SOURCE) ~ 745695.83 2037097.55 WLF 552
DB 7837 PG 306 (SOURCE) N ~ 745691.32 2037125.78 WLF 553
I M6 1987 PG 2063 745671,18 2037093.85 WLF 316 CL1
745675.85 2037109.67. WLF 31.5 CL4
WLF 55a 745667.74 2037118,00 WLF 314 CL1
v WLF s53 WLF 555 WLF s6o 745664.45 2037125.58 WLF 313 CL2
L WLF 552 I WlF 556 WLF 55e 745628.97 2037314,58 WLF 565 WLF 552 745634.70 20373 1
WLF 551 \ F , WLF 557 05.5 WLF 302 CL3 WL 55
IRJN PIPE FOUND • WLF 318 CL WLF 318 CL ~.F 745637.66 2037291.79 WLF 303 CL3
25 WLF 319 CL3 TT 502 • ~ COMPUTED POINT O 745638.80 2037292,12 WLF 561 :L3 TT 502 WLF 559 745642.82 2037286.08 WLF 304 CL3
WLF 550 TT CH 745636.28 2037282.13 WLF 566
WETLANDS FLAG WL 88 wLF 549 WLF 548 549 ~F ~ • • 745651.81 2037277.40 WLF 560.
AND NUMBER WLF 503 - 745645.59 2037267,44 WLF 305 CL3
WLF 546 TT CH F 547 i47 ~ ~ 1- _ ~ 745655.39 2037264.25 WLF 559
I TAE To TT N WETLANDS J WLF WLF 574 ~ 745633.49 2037254.80 WLF 5 7 WETLANDS 6
START ST ~ AREA 1 745634.89 2037243.36 WLF 306 CL2 WLF 57, AREA #2
~i 68 SOFT WLF 573 570 wLF 562 TT PL o.~3 nc 745634.98 2037236,54 WLF 568
CHANNEL CH WLF 572 5507 SQ.FT 745636.95 2037217.61 WLF 569 WLF 569 WLF 566 WI.F 563
745652.39 2037224.50 .WLF 307 CL2 WLF 566 WLF 567 745658,82 2037225.42 WLF 558
PROPERTY LINE PL WLF 565 WLF 564 N C 745669,02 2037211, 21 :WLF 557
f WLF 505 ST CH
WETLANDS AREA N -p ARY PARTN R 745667.31 2037195.30. WLF 556 C E LLC 745655.41 2037195.34 WLF 308 CL3
CREEK DB 10695 PG 2607 745651.77 2037183.30 WLF 309 CL2
DEED BOOK DB. ~ PIN# 0734.04-74-9849 745649:33 2037178.56 WLF 571
~ 745642.96 2037192:10 WLF 570
PAGE PG. N 745660.39 2037165.47 WLF 310 CL4
~ 745655.38 2037161,57 WLF 572
BOOK OF MAPS BOM N 745657.84 2037149,74 WLF 573
S DARE FEET S .FT ~ Q Q 745662,09 2037134.51 WLF 574
w 745667.43 2037146.81 WLF 312 CL2
NEUSE BUFFER RULE NBR 745664,31 2037149.39 WLF 311 CL2. 3 • r~, 745690.01 2037145.68 .WLF 554
9.61' 4.88' ~ ~s ~ L-_ , 745674.30 2037173.75 WLF 555
~ s:1 745619.70 2037316.92 WLF 564
~ ZQ~~ 745631.33 2037325.64 WLF 301 CL2
745626.41 2037334.03 WLF 3000L1TT503STC '3 r~ .
200 o zoo 400 - - - - - L23 T ~ : , 745628,87 2037349.80 WLF 503 ST CH HIGH WETIANG~r,~aJ o ~~a,,,~;;~icR ofL~'dCH
~ 75.36 182.94 93.12 90, 04 95, „ TNER~SERVESUBDIVI$ION•.,. .04' 95,87' 162.80' 79,4 ' 745610.89 2037346.55 WLF 562 TT PL 1
SCALE. 1 = 100 I BM 1988 PG 11?5 x.77.: .76' THE R~'SERVE SUBDPVISIDN 745611.31 2037330.63 WLF 563
~ ~ ~.75 1.74: I : I : I i': I 1 - I
i i i /uBl 1991 PG 1684
THE RESERV.,-
'
No. Revision Date BY Drawing Name Scale
WL_05 1100'
Drawn By Date WITHERS RAVENEL BUGG PROPERTY Sheet Na:
MED/LSJ 8/17/06 WETLANDS DELINEATION
Checked By Job No. } ENGINEERS I PLANNERS I SURVEYORS
MED 204191 WHITE OAK TOWNSHIP WAKE COUNTY NORTH CAROLINA I 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

I - O/ - - I I I I r
_ ~8 / 1 I I I 1 1 / / /
/ \ / I , ~ , 1 / / I I / l 1 1 l l i' i'' / , ,i' / ~ ' l / / / / ~
' - - - , I I ~ I ~ , 1 ) / i / / l / I l , / ~ i l ~ ~ ll / l / r------
_ - LIGU~STRUM BJu1P" SCREENS- ~6C. , ~ ~ I ~ r ~ 1 r 1 / / , / / / / / / / I 1 / , / l / , / / / l /
_ / I , r 1 1 I 1 1 / / / I l l 4 ~ , I l / ~ ~ j - l ' / , / l l / '
/ / 1 / 1 1 i l 1 i / ~ / / ! l/ / ~ J ! 1 / l , / / / / / ~ / ~ / l l / r 1 , /
T..,r~~~u~. / / I / / / / _ _ , l / 1 / , l 1 / l l l / r'r r' / 1 ' l ~l l / / / / r ~ ~ / / ~ ~ / / r
l ll l ll / ' , lr 1 / / , ~ / l / , I l l l l / / r' I j I I 1 / ~ Il l l 1 /
~ ~ / / r/ / / / ! ! r 1 I \ / / / / / / / /
- _ 1 ~ / / / / / / / I \ , , / / / /
_ i I / / ' / IGUSTRUt~I BMP; SC ,EEN 5' O.C.
I / / / , . . rr //111 y yy I , I I' / / / ~ l l
- I / / / / ~ / rr l y , 1 l , , / l l / r/ r' rr ~ / r~//l I I ' I l l 1
, / rr 'k , I ~ I ! ~ ~ i I 1 I / /
' r' i r ' r \ I I t I f I I I I I
r' ~ ~ I I I ~ I
~ r _ I i i 1v II r' l _ l 1 1 r I I 1 I 1
/ i / / Tom,/~~../ ~.f ~ / III 1 R . / I I 1
\ r' . r 1 r ~ I I I
j , ' ~ / / , r' , ~ ~ \ , , '..l... 1. . J ..l . l l I I I \ , ~ ~ ..p. I I I I
I , / ' / V ~ ' / , ' , / , /,i" 1/ ~ / / / / / , , .l:')...1 .p... l I
' , / / / 0.0 , , , -
f ~ , , , ./..y..../..,. I I I
/ , / , , / / / , , / , /q,-- _ r
/ , , , / / , , , , /1 / , , / / / / / , , lIl } / j,i _/ice / ' ~..1.• ~ 1 II I 1 1 I 1 ~ I I 1 \
, / , / ~ / / / , , \ I ~Illll, ' I ` \ HIGH I / , MARSH f 4,620 SF
, , / , , / , ~qq,,, , ~ / , , / , , , J _,d HIGH MARSH f 1 960 SF / / '
, / _ , , ~ r' ~ ~ / 1 ' y LOW MARSH f 4,620 SF
- ~ / LOW MARSH f 1,960 SF a r r 1 / , , ~ ~ \ \ \ 1 I r'~/ r' i' ' \ y~ \ \ \
/ / /i L / , , , ,r , \ - ` ~ OPEN WATER f 3,960 SF
1, , ~ / - ' OPEN WATER t 1,680 SF 1 1' 1. ~ \I I r I •-•~I•~ v v
/ ~ ~ 1 ' / ~ \
~ ~ I 1 / , ~J~ / / / , I 1 ~.•....I. i~~ 3
, I yl 1 ...1.... / t~ \ ~ \
/ / ~ / ,r'' l I M1 , / / , / / / / / J , , , , / / / ( I / / .'.'.7......~.....F...../.. - i ~ \ ~
/ r ~ ~ ' , ~ y \ \
/ , , / , / / ~ 1 ! / / ~ DIM N I I , \ E S ONS ELEV. ~ , . ........j.. ...1..`... \ \
' / - - , , , ,W r r \ l / , \ \ NORMAL POOL 5,600 SF 373.00 / • ~ DIMENSIONS ELEV.
\ ' - ,~-'~35 ~ NORMAL POOL 13200 SF 342.00
TOP OF DAM WIDTH 8' ' \ , 377.00 , / / ' ~ TOP OF DAM WIDTH 8 345. ~ 00 , ~ .
~ - ~ ANTI-SEEP COLLAR 48 x 48 , ; ,1 ; I , / / ~ , a 11 1 ~ 1 }I I ~ , , ~ ~ 54 x 54 ' ' ~ ` • • • ~ ~ • • • ~ ~ • ~ ANTI-SEEP COLLAR "
~ - - 1-YEAR STORM ORIFICE 1.25 373.00 ,r \ / / / / ~ / / 1 1 / / / / - 39 TOP F ANT - / 1 \ • • • ' • •'•y'"''• • • EAR STORM ORIFICE 2.5 342.00 iii ~~~WWW"' ~ ' i i ~
r, h, , ~ 0 I FLOATATION 7 x 7 x 2 369.50 , I \ , ' TOP OF ANTI-FLOATATION 8 x 8 x 2 339.00
~ TOP OF RISER WEIR 4 x 4 BOX 375.00 , , , ~ , ,~~,3~.~___,-~\ ~I, , -355 • ' ' • TOP OF RISER WEIR 5 x 5' BOX 343.75 - _ _
~ OUTLET PIPE INVERT IN 24" RCP 370.00 ' _ - ' OUTLET PIPE INVERT IN 30" RCP 339.00 \ / / , - - - , , / , / 1,-=• r • • . .
_ - _ OUTLET PIPE INVERT OUT 24 RCP ~ 369.00 ~ ,j , • ~ • OUTLET PIPE INVERT OUT 30" RCP 338.00
i . , , ' / / ~ / l r Y - / ~ r i r r , -
PLANT LIST PLANT LIST
QUA SPECIES COMMON NAME ROOT SPACING LOCATION
QUA SPECIES COMMON NAME ROOT SPACING LOCATION 650 Iris virginica Blue Flag Iris Peat Pot 2 o.c. High Marsh/Edge
270 Iris virginica Blue Flag Iris Peot Pot 2' o.c. High Marsh/Edge 90 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh
~ 45 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh SCALE 1 -30 1,110 Sagittaria latifolia Broadleaf Arrowhead Peat Pot 18" o.c. High Marsh
470 Sagittaria lotifdia Broadleaf Arrowhead Peat Pot 18 o.c. High Marsh SCALE 1"=30' 1 ss5 P ontederia cordata Pickerel Weed Peat Pot 2 o.c. Low Marsh
570 Pontederia cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh 185 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh
65 Saururus cernuus Lizard's Tail Quart Cont. 2' o.c. Low Marsh 44 Ligustrum Japonica Ligustrum i Gal. Cont. 5' o.c. Perimeter
65 Ligustrum Japonica Ligustrum 1 Gal. Cont. 5' o.c. Perimeter
/ ~ / \ /,ri r/rr / \ 1 1 \ 1 1 1 1 \ 1 , rr 1 1 1 1 1 1 \ / / / ~r ,,r/ ~ \ \ / \ } 1 \ 1 1 1 l 1 1
/ r r I / \ \ \ \ 1 1 ~ ~ M/ ' r I \I \ \ I l 1 \ I ~ 1 \ 1 ~ 1 \
/ / / ~ 1 / 1\ ~ I 11 4 1 I I
1J , / ~i/ \ \ 11 , ~ ~ :ate \ \ I ~ 1 1 I
411 ~ , i//' r \ rr r,/ - / 11 1 1} 1 1
I ~ r } 1 V II , , , , , ~ ~ VA 1 1 1 1 / III I , / r,r ~ _ \ ` 1 l } l } I ~ ~ \
i 1 I I I~ / /rrr ,rrr ~ t 1} 1
I I ~ 1 \ / rrr, / ! / 1\ \ \ l\ \
I!! \ / / r / / q \ \ ~ \
I - i \ ~ / / / V \ V ~ AA A II
/ \ / , , \ \ ~ ~ ~ \ . ~ 1
, / / ~ ~ 111
I / / / \ ~ ~ III I f , / / _ ~ III
I ~ ~ ~350~ , , 1 ~~I / \ I
% ~ ' ~ \ ~ 1 II HIGH MARSH t 1,155 SF 1 iii ~ / / ~ ~ 1 II
r/ ~ ~ - , LOW MARSH f 1,155 SF
\ l / / O 1' / j ' / ~ ~
/ ~ ' ~ / , OPEN WATER f 990 SF
/ ~ i , m...,
`e r ~ .s
r/ , / / / , / ~ ~ ~ J ~
, 3s , / I / .
~ ~ ~ ~ s ~ DIMENSIONS ELEV. I i
X345- ~ ~ , ~ ~ ' NORMAL POOL 3,300 SF 343.00
' ~ ' I ' ~ ~ ~ TOP ' OF DAM WIDTH 10 347.00
" ~ ~ ~ ~ /~60_ ANTI-SEEP COLLAR 54" x 54»
~ ~ ~ ~ 1-YEAR STORM ORI ~ r, ~ ~ ~ FICE 1 343.00
TOP OF ANTI-FLOATATION 7 x 7 x 2 340.00
~ \ o . , , , , , ~ , _ TOP OF RISER WEIR 4 x 4 BOX 344.50 Z _
Z OUTLET PIPE INVERT IN 24 RCP 339.50
OUTLET PIPE INVERT OUT 24" RCP 33 W 8.00
m °°°0p0p/00100pp°p0A°0
o PLANT LIST ~N CARS ° ~ ,oo.ovoe
QUA SPECIES COMMON NAME ROOT SPACING LOCATION 1 ~,o ao, ~
160 Iris virginica Blue Flag Iris Peot Pot 2' o.c. High Marsh/Edge i; e° FtiSSlD 9 o
" ~ 25 Juncus biflorus Shore Rush Quart Cont. 2' o.c. High Marsh aQ S e o e
280 Sa ittaria latifolia Broadleaf Arrowhead Peat P " W 9 of 18 o.c. High Marsh 0 25944 0
is 415 Pontederio cordata Pickerel Weed Peat Pot 2' o.c. Low Marsh ~ SCALE 1 =30 , 9 °o, ~
45 Saururus cemuus Lizards Tall Quart Cont. 2 o.c. Low Marsh oN °~~aoa.a.o°~~°°°° °•°p A. BERG (/~/.6
0 40 Ligustrum Japonica Ligustrum 1 Gal, Cont. 5 o.c. Perimeter p0 0e D ~ °///lelleae
~ I
0
% No. Revision Date B Designer Scale 1 1st REVIEW COMMENTS PER TOC 01/27/06 MS W&R 1- - 50'
c 2 2nd REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date HIGHCROFT VILLAGE SUBDIVISION
3 ToC 3rd REVIEW COMMENTS 05/12/06 JAB MS 12/02/05 WITHERS RAVENEL Sheet No.
0 4 ToC 4th REVIEW COMMENTS .06/23/061 JAB Checked By Job No. STORMWA~ AWATER MANAGMENT BASING PLAN ENGINEERS I PLANNERS I SURVEYORS 7A
o W&R 204191.0 GARY WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Y

4 REBAR 12" O.C. EACH WAY "PREFORMED JOINT SK SKIMMER
1/2 RISER
FILLER, i2" WIDE
WATER LEVEL DURING Sl , L DURING STORM 1' MIN. FREEBOARD TOP OF DAM
~r,. TRASH HOOD
- - EMERGENCY SPILLWAY ELEV.
~ - -
''-i ~ - - - - PEAK FLObV ATTENUATION POOL - -
- • ; - = _ - - - - - - _I ~ _ - - i-
~ -
- = i ~ MINIMUM SLOPE 3 : 1 -I - _
~ 1= _ _ - -I ~ -_I ~ _ - -
12' ~ - - - - - ~-I i
- - • ~ _ - d; .:m ~ . - = EARTH DAM
I- - . n -
NATION SECTION ELE
- I - I-~ - - - - - - DISSIPATOR PAD
_ _ - RIP RAP
2000 PSF MIN. ANTI-FLOATATION DEVICE - - - - I ~ ~ ~ ~ - _ ,
LNG CAPACITY SEE SHEET 7A FOR SIZING DATA BEAR
BENEATH COLLAR _ - -I--_-_
ANTI-SEEP COLLAR "'-I I - _ _
-III= _ - ~ - -i-
NTS ~ - - -
- ~ ~-iii-i i
RCP OUTLET PIPE
NTS.
STANDARD 2' X 2' GRATE AND
FRAME PER NCDOT 830.16 CENTERED
OVER STEPS AND DRAWDOWN VALVE
4" DIP VENT & CLEANOUT PIPE • d .A . ~
.da C ; •~d~
VOID VOID SPACE
CONSERVATION POOL CONCRETE PRECAST BOX
JOINTS SHALL BE MECHANICALLY FASTENED WITH 1/4' x 2' STEEL
STRAPS BOLTED WITH 3/4" BOLTS
6" PRECAST CONCRETE SLAB
~-~I
4"x4" Tl~ ,
VOID SPACE NORMAL POOL ~ r GROUT EACH SIDE
PRECAST REINFORCED BOX M1'~4~ y
4" CAP WITH DRILLED ORIFICE ~
(SEE TABLE SHEET 7A FOR SIZE)
PLACE STEM SUPPORTS AT 3' FROM BASE ~ l~7
'0-RING' GASKETED
n-n CLASS III RCP
ATTACH SKIMMER FOR EROSION CONTROL PHASE OF PROJECT
POND BOTTOM DRAW DOWN OUTLET
NTS ~ \ PA VI / PAVED INVERT .`:~t, GROUT 6'
j=.
~ Q \ Q a d a• d, 'd ' f, ~
\ i\ d V 'd ' . ' ~ f ..C ,,4 ,°.,d ,
\ / n ~ ~ • d G . r a• d d ~ d • e d
° • a
4" NRS GATE VALVE
SCREEN ACCESSIBLE
VENT THROUGH DOOR RISER RISER & DRAWDOWN DEVICE DETAIL
NTS
NOTE: SKIMMER MAY VARY
SLIGHTLY FROM
ILLUSTRATION
FLOAT 1. INSTALL EXISTING POND OUTLET PIPE.
(1) RISER BARREL, SKIMMER AND OUTLET PIPE SHALL BE INSTALLED AT PRIOR TO THE ~ THE 2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM.
BEGINNING OF OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT NT
OUTLET END; CONNECTION CONTROL DEVICE DURING ROADWAY AND UTILITY CONSTRUCTION. ONCE THE SITE HAS TO OUTLET PIPE OR RISER 31TE HAS 3. INSTALL BMP RISER AND DOWNHILL SLOPE.
BEEN STABILIZE AND GRADING IS COMPLETED THE BASIN SHALL BE CLEANED OUT OUT 4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
BARREL PIPE LONGER THAN SHOWN AND STABILIZED. THE SKIMMER DEVICE SHALL BE REMOVED, THE BOTTOM DRAIN NOT INCLUDED WITH SKIMMER RAIN 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW.
° SUPPLIED BY USER CLOSED AND THE NORMAL POOL ESTABLISHED. z 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
U Z 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN. °°°°p0oooaoeoooo°0000
~ 2 FINAL SEEDING OF ALL AREAS WITHIN TWO FEET OF ELEVATION ABOVE THE NORMAL POOL W ORMAL POOL ~N CARp d°°
Z FLEXIBLE JOINT NOT TO EXCEED 3' IN LENGTH) SHALL BE A MIXTURE OF PANICUM CLANDESTINUM DEER TONGUE) AND PENNISETUM GLA ° ( ( 8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWPJ EROSION CONTROL p~°,°°°°°•°°,°!i d° NISETUM GLAUCUM ESSIp °°°tiy , OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE a pF
~ (PEARL MILLET). SEEDING RATES SHALL BE AS RECOMMENDED BY THE SUPPLIER. ° ,Q e UER. COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE. ° ~
° SEA o 9. CALL ENGINEER FOR FlNAL INSPECTION. °
s ICE DEWATERING SKIMMER DETAIL N TEMPORARY SEDIMENT DEV MP D SHALL BE SCREEN FROM OFFSITE INCLUDING ON-SITE LOT VIEWS WITH (3) ALL B EVICES , ° ° VIEWS WITH
~ AN EVERGREEN SHURB SCREEN AS REQUIRED BY THE TOWN OF CARY. ° °e°~ a .~9~, I
USE 2.5" SKIMMER W 2" HEAD TYP. ~ ( ) pN p~ A. BERG a~ ,
°A6 66°0!600000 J
°
0 N0. ReVISIOn Date B Designer Scale
1 1st. REVIEW COMMENTS PER TOC 01/27/06 MS WdcR 1 = 50 WITHERS RAVENEL Sheet No.
i 2 2nd. REVIEW COMMENTS PER TOC 03/10/06 MS Drawn By Date
- HIGHCROFT VILLAGE SUBDIVISION 3 ToC 3rd REVIEW COMMENTS 05/12/06 JAB MS 12/02/05 STORMWAT ,WATER MANAGMENT BASING DETAIL ENGINEERS I PLANNERS I SURVEYORS 7B
o Checked By Job No. d GARY WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
a JBC 204191.0 J1 i Y