20021186 Ver 1_COMPLETE FILE_20020725

W A ?F Michael F. Easley, Governor
O R William G. Ross Jr., Secretary
O? QG North Carolina Department of Environment and Natural Resources
C? rte- Alan W. Klimek, P.E. Director
j Division of Water Quality
Mr. James Tucker
Tucker Developments, Inc.
1151 Executive Circle, Suite 201A
Cary, NC, 27511
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
September 11, 2002
DWQ# 02-1186
Durham County
You have our approval, in accordance with the attached conditions, to place permanent fill in 0.085 acre of wetlands and 198 linear
feet of intermittent in order to construct the Bay Pointe subdivision in Durham County, as described in your application received by the
Division of Water Quality on July 25, 2002. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3362, which can be downloaded from our web site at httpJ/h2o.enr.state.nc.us/ncwetiands . This
Certification allows you to use Nationwide Permit Number 39 when issued by the U.S. Army Corps of Engineers. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.ne.us/ncwetiands ;
2. The following condition applies unless you can demonstrate to the Division that the anticipated buildout impervious area is less than
30%: An additional condition is that a final, written stormwater management plan. incorporating a stormwater treatment wetland shall
be approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management plan must
include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the most recent
version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the
subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality;
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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, Mail. Service Center 6714, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at [phone].
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, *127969-1617 (919) ?Si-7015
. on
Customer Service
1 800 623-7748
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
December 9, 2002
Mr. James Tucker
Tucker Developments, Inc.
1151 Executive Circle, Suite 201A
Cary, NC 27511
Subject: Stormwater Management
Bay Point Subdivision
Durham County, NC
DW Q# 021186
Dear Mr. Tucker:
This Office is in receipt of the plans dated November 20, 2002 for the stormwater management and
open space preservation at the subject facility prepared on your behalf by Withers and Ravenel and submitted
to the Division on November 20, 2002. Staff from the Wetlands Unit reviewed the plans and found them
acceptable. Please note that this approval is for water quality purposes only and shall not be construed as an
approval of the design for dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation
purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Sincerely,
John R. Dorney
Wetlands Unit Supervisor
cc: Mr. Todd St. John, Wetlands Unit
Raleigh Regional Office
Brad Hart, PE, Withers and Ravenel, 111 MacKenan Drive, Cary, NC 27511
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
W a r,?qp?
7
-I
.tom... ?,
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Memorandum To
From:
Subject:
December 9, 2002
John Dorney
Todd St. John
Bay Point
Durham County
DWQ# 021186
I reviewed the subject commitment to preserve open space and provide sheet flow for
stormwater. I recommend that we accept the plan to satisfy condition 2 of the 401 WQC.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/newetlands/
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
November 20, 2002
Mr. Todd St. John, PE
NC Division of Water Quality
401 Wetlands Certification Unit 2Z-A,
1650 Mail Service Center
Raleigh, NC 27699-1650 ?,.. ,RE: Bay Pointe Subdivision (Durham, NC) ?-
DWQ# 02-1186
W&R Project #200334
Dear Mr. St. John:
Please find attached two (2) sets of revised prints for the above-referenced project. Per our phone
conversation on November 19, 2002, the following revisions have been made to satisfy the
impervious coverage requirement listed in your November 8, 2002 letter:
1. A note has been added to the plan (Sheet 1) at the western open space parcel stating that no
development may occur within that parcel and that no impervious surface may be added. It
has always been the intent of this plan to preserve that area in an undisturbed state. A note
has also been added at the small eastern open space parcel that no more than 1o,ooo
square feet of impervious surface may be installed, should the homeowners' association
choose to develop it. Given the proposed 29.4% impervious coverage across the 37.45-acre
site, approximately 10,200 square feet of impervious surface could be added before
reaching 30%.
2. Sheet 2 (Supplemental Stormwater Dissipator Plan) has been prepared to demonstrate the
location and design of "supplemental dissipators" for each of the stormwater discharge
locations along the stream buffers. Although typical level spreaders are not required for this
project, these devices will serve to better provide diffuse flow beyond the capability of a
standard erosion control energy dissipator. The use and design of these devices was
discussed and agreed upon during our October 4, 2002 phone conversation.
I trust that this information will satisfy the requirements of the stormwater management plan.
Should you have any questions or need any additional information, please give me a call at 469-
3340•
Sincerely,
WITHERS & RAVENEL
ad-
Brad Hart, PE
CC: James Tucker
K:\o 0\00-330\00334\Proj \112002.TS).d oc
iii MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenet.com
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 8, 2002
Mr. Brad Hart, PE
Withers and Ravenel
111 MacKenan Drive
Cary, NC 27511
Subject:
Bay Pointe Subdivision
DWQ Project No. 021186
Durham County
Dear Mr. Hart:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
Impervious Coverage
Per our previous conversation, the plans provided do not indicate that the final impervious coverage of the site shall
be less than 30%. The estimated impervious coverage is given as 29.4%. It is not clear how this coverage could be
assured especially considering the fact that there is land set aside for the homeowners association to develop. Also,
there is area along the western boundary of the property that is labeled as open space, but it is not clear if that area
is protected permanently from future development. In any event, as there is area that is free to be developed by the
homeowners and additional open space that could be developed, then it has not been demonstrated that less than
30% impervious coverage shall be achieved. As such, a stormwater management plan is still required per the Water
Quality Certification issued September 11; 2002.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
-:uments and information can be downloaded from the Wetlands Unit web site at
//h2o.ehnr.state.nc.us/ncwetiands/.
Sincerely,
Todd St. J hn, PE
Environmental Engineer
S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
nal Office
'Water Quality, 401 Wetlands Certification Unit,
, Raleigh, NC 27699-1650 (Mailing Address)
.ialeigh, NC 27604-2260 (Location)
.gone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
MEMORANDUM
John Dorney, DWQ Wetlands Group
RE: Your 9/11/02 letter regarding Bay Pointe Subdivision
DWQ#02-1186 (copy attached)
S8&EC Job #5069
The purpose of this memo is to demonstrate that anticipated build
out for the project will be less than 30% as directed in condition 2 of
your approval. Please review the attached letter, site plan and
calculations from the project engineer. We believe this should enable
you to remove or revise condition 2 such that a revised 401 would only
state "that as long as the project is constructed as per the 9/25/02 letter
and 5/22/02 revision of sheet 1 (Preliminary Plat and Site Plan) by
Withers and Ravenel, no final written stormwater management plan
approved by DWQ is required."
Please advise us if you have questions or require further
information in order to revise your 401 approval.

Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
. DATE: September 27, 2002
HIVITHERS Lv-?. RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
September 25, 2002
Kevin Martin
Soil & Environmental Consultants, PA
11oio Raven Ridge Road
Raleigh, NC 27614
RE: Bay Pointe Subdivision (Durham, NC)
DWQ# 02-1186
W&R Project #200334
Dear Mr. Martin:
Please find attached two (2) copies of the approved Subdivision Plan for Bay Pointe in Durham, NC
along Martin Luther King, Jr. Parkway. One copy is for your records, and one copy is for submittal to
NCDENR-DWQ in response to the second Condition of Approval for the 401 Water Quality
Certification for the project.
The second condition requires that we either demonstrate that the anticipated buildout impervious
area is less than 30% or we must provide a stormwater management plan designed to remove 85%
TSS. The attached subdivision plan includes a break-down of the impervious surface calculation for
the project. This section has been highlighted for reference. These calculations include the known
impervious surface associated with the proposed public street and sidewalk construction, and
anticipated square footages of impervious area per lot including the houses, driveways, patios and
walks. These calculations total 11.o acres of impervious surface for a 37.45-acre project, yielding
29.4% impervious. The attached print is a copy of the actual approved subdivision plan that is on
file at the Durham City/County Planning Department under Case #D02-313.
I trust that this information will satisfy the DWQ Condition #2 requirements. Please let me know if
you need any additional information or have any further questions.
Sincerely,
WITHERS & RAVENEL
Brad Hart, PE
cc: James Tucker
File
K:\00\00-330\00334\Proj\o92502.KM.d oc
iii MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenet.com
Environmental Consultants, PA
: Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
MEMORANDUM ' a 0 w i
z 7
TO: John Dorney, DWQ Wetlands Group
FROM: Kevin Martin
DATE: September 27, 2002
RE: Your 9/11/02 letter regarding Bay Pointe Subdivision
DWQ#02-1186 (copy attached)
S&EC Job #5069
The purpose of this memo is to demonstrate that anticipated build
out for the project will be less than 30% as directed in condition 2 of
your approval. Please review the attached letter, site plan and
calculations from the project engineer. We believe this should enable
you to remove or revise condition 2 such that a revised 401 would only
state "that as long as the project is constructed as per the 9/25/02 letter
and 5/22/02 revision of sheet 1 (Preliminary Plat and Site Plan) by
Withers and Ravenel, no final written stormwater management plan
approved by DWQ is required."
Please advise us if you have questions or require further
information in order to revise your 401 approval.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
710 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
F \N ATF Michael F. Easley, Governor
O 'Q William G. Ross Jr., Secretary
O? pG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 11, 2002
DWQ# 02-1186
Durham County
Mr. James Tucker
Tucker Developments, Inc.
1151 Executive Circle, Suite 201A
Cary, NC, 27511
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
You have our approval, in accordance with the attached conditions, to place permanent fill in 0.085 acre of wetlands and 198 linear
feet of intermittent in order to construct the Bay Pointe subdivision in Durham County, as described in your application received by the
Division of Water Quality on July 25, 2002. After reviewing your application, we have determined that this fill. is covered by General
Water Quality Certification Number 3362, which can be downloaded from our web site at httnJ/h2o.enr.state.nc.us/ncwetiands . This
Certification allows you to use Nationwide Permit Number 39 when issued by the U.S. Army Corps of Engineers. In addition, you should
get any other federal, state or local permits. before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification. .
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.6tate.ne.uslncwetlands ;
2. The following condition applies unless you can demonstrate to the Division that the anticipated buildout impervious area is less than
30%: An additional condition is that a final, written stormwater management plan. incorporating a stormwater treatment wetland shall
be approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management plan must
include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the most recent
version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the
subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality;
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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, Mail. Service Center 6714, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions,. please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at [phone].
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, *)27969-1617 (919) 7015
AIM-
NIMM
Customer Service
1 800 623-7748

WITHERS &RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
September 25, 2002
Kevin Martin
Soil & Environmental Consultants, PA
11oio Raven Ridge Road
Raleigh, NC 27614
RE: Bay Pointe Subdivision (Durham, NC)
DWQ# 02-1186
W&R Project #200334
Dear Mr. Martin:
Please find attached two (2) copies of the approved Subdivision Plan for Bay Pointe in Durham, NC
along Martin Luther King, Jr. Parkway. One copy is for your records, and one copy is for submittal to
NCDENR-DWQ in response to the second Condition of Approval for the 401 Water Quality
Certification for the project.
The second condition requires that we either demonstrate that the anticipated buildout impervious
area is less than 30% or we must provide a stormwater management plan designed to remove 85%
TSS. The attached subdivision plan includes a break-down of the impervious surface calculation for
the project. This section has been highlighted for reference. These calculations include the known
impervious surface associated with the proposed public street and sidewalk construction, and
anticipated square footages of impervious area per lot including the houses, driveways, patios and
walks. These calculations total 11.o acres of impervious surface for a 37.45-acre project, yielding
29.4% impervious. The attached print is a copy of the actual approved subdivision plan that is on
file at the Durham City/County Planning Department under Case #D02-313.
I trust that this information will satisfy the DWQ Condition #2 requirements. Please let me know if
you need any additional information or have any further questions.
Sincerely,
WITHERS & RAVENEL
Brad Hart, PE
cc: James Tucker
File
K:\00\00-330\00334\Proj\o9250 2.KM.d oc
iii MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone] i www.withersravenel.com
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
MEMORANDUM D 0
SEP27
TO: John Dorney, DWQ Wetlands Group to
-----w'--,LITY SECTION E
FROM: Kevin Martin
DATE: September 27, 2002
RE: Your 9/11/02 letter regarding Bay Pointe Subdivision
DWQ#02-1186 (copy attached)
S&EC Job #5069
The purpose of this memo is to demonstrate that anticipated build
out for the project will be less than 30% as directed in condition 2 of
your approval. Please review the attached letter, site plan and
calculations from the project engineer. We believe this should enable
you to remove or revise condition 2 such that a revised 401 would only
state "that as long as the project is constructed as per the 9/25/02 letter
and 5/22/02 revision of sheet 1 (Preliminary Plat and Site Plan) by
Withers and Ravenel, no final written stormwater management plan
approved by DWQ is required."
Please advise us if you have questions or require further
information in order to revise your 401 approval.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
710 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
0? A TF? W lliama G. Ross Jr., Secretary
0? QG North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
> Division of Water Quality
o ?
Mr. James Tucker
Tucker Developments, Inc.
1151 Executive Circle, Suite 201 A
Cary, NC, 27511
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
September 11, 2002
DWQ# 02-1186
Durham County
You have our approval, in accordance with the attached conditions, to place permanent fill in 0.085 acre of wetlands and 198 linear
feet of intermittent in order to construct the Bay Pointe subdivision in Durham County, as described in your application received by the
Division of Water Quality on July 25, 2002. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3362, which can be downloaded from our web site at httgJ/h2o.enr.state.nc.us/ncwetlands . This
Certification allows you to use Nationwide Permit Number 39 when issued by the U.S. Army Corps of Engineers. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification. .
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30.days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands ;
2. The following condition applies unless you can demonstrate to the Division that the anticipated buildout impervious area is less than
30%: An additional condition is that a final, written stormwater management plan incorporating a stormwater treatment wetland shall
be approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management plan must
include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the most recent
version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the
subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality;
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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, Mail_ Service Center 6714, Raleigh,. N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions,. please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at [phone].
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, Nk)27969-1617 (919) ?58-7015
Customer Service
1 800 623-7748

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
September 25, 2002
Kevin Martin
Soil & Environmental Consultants, PA
lioio Raven Ridge Road
Raleigh, NC 27614
RE: Bay Pointe Subdivision (Durham, NC)
DWQ# 02-1186
W&R Project #200334
Dear Mr. Martin:
Please find attached two (2) copies of the approved Subdivision Plan for Bay Pointe in Durham, NC
along Martin Luther King, Jr. Parkway. One copy is for your records, and one copy is for submittal to
NCDENR-DWQ in response to the second Condition of Approval for the 401 Water Quality
Certification for the project.
The second condition requires that we either demonstrate that the anticipated buildout impervious
area is less than 30% or we must provide a stormwater management plan designed to remove 85%
TSS. The attached subdivision plan includes a break-down of the impervious surface calculation for
the project. This section has been highlighted for reference. These calculations include the known
impervious surface associated with the proposed public street and sidewalk construction, and
anticipated square footages of impervious area per lot including the houses, driveways, patios and
walks. These calculations total 11.o acres of impervious surface for a 37.45-acre project, yielding
29.4% impervious. The attached print is a copy of the actual approved subdivision plan that is on
file at the Durham City/County Planning Department under Case #D02-313.
I trust that this information will satisfy the DWQ Condition #2 requirements. Please let me know if
you need any additional information or have any further questions.
Sincerely,
WITHERS & RAVENEL
Brad Hart, PE
CC: James Tucker
File
KA00\00-330\00334\Proj\092502.KM.d oc
iii MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
F W A TF Michael F. Easley, Governor
\O?O RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0) r Alan W. Klimek, P.E. Director
> Division of Water Quality
o ?
Mr. James Tucker
Tucker Developments, Inc.
1151 Executive Circle, Suite 201 A
Cary, NC, 27511
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Tucker:
September 11, 2002
DWQ# 02-1186
Durham County
You have our approval, in accordance with the attached conditions, to place permanent fill in 0.085 acre of wetlands and 198 linear
feet of intermittent in order to construct the Bay Pointe subdivision in Durham County, as described in your application received by the
Division of Water Quality on July 25, 2002. After reviewing your application, we have determined that this fill. is covered by General
Water Quality Certification Number 3362, which can be downloaded from our web site at http://h2o.enr.state.ne.us/ncwetiands . This
Certification allows you to use Nationwide Permit Number 39 when issued by the U.S. Army Corps of Engineers. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions
listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
httr):Hh2o.enr.state.nc.us/ncwetlands ;
2. The following condition applies unless you can demonstrate to the Division that the anticipated buildout impervious area is less than
30%: An additional condition is that a final, written stormwater management plan incorporating a stormwater treatment wetland shall
be approved in writing by this Office before the impacts specified in this Certification occur. The stormwater management plan must
include plans and specifications for stormwater management facilities designed to remove 85% TSS according to the most recent
version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the
subject site, the facilities, as approved by this Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality;
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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 1508 of the North Carolina
General Statutes to the Office of Administrative Hearings, Mail Service Center 6714, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review, of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions,. please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at [phone].
mice rely,
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, N'27 ,J9-1617 (919) 7015
Customer Service
1 800 623-7748
*riage Check List
Date: I - Project Name: A
DWQ#: ('? 1
County:
ir
To: ? ARO Mike Parker ? WaRO. Deborah Sawyer
? FRO Ken Averitte ? WiRO Joanne Steenhuis
? MRO Mike Parker ? WSRO Jennifer Frye
K RRO Steve Mitchell
From: i 1 V?
Telephone : (919) ??3 ~ -10
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
2 Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
®- Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
L&Nfitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: SC c_Le_ OV,
-
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
US Army Corps of Engineers-Regulatory
Attn: Mr. Todd Tugwell
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Dear Mr. Tugwell and Mr. Dorney:
aw'
y4, 2002
0211 J
NC Division of Water Quality....
Attn: John Dorney
Q r
2321 Crabtree Blvd., Ste. 250 VIP
Raleigh, NC 27604 s
2002
The purpose of this letter is to request the use of Nationwide Permit 39 for proposed wetland pac Re
Bay Point Subdivision in Durham County. The property is located near Martin Luther Kin S
Hanson Drive. The site is shown on the attached plans and USGS Topo Quad vicinity map.
A wetland delineation was performed by S&EC, Inc. in November 1999. As a result of the delineation,
two channels and a large vegetated wetland were flagged by S&EC, Inc. (see attached site plan).
Our client proposes impacts totaling 0.0845 acres of wetland and 198 linear feet of intermittent channel
impacts for the development.
Included are: (1) Agent Authorization Form, (2) USGS Site Vicinity Map, (3) $475 check (DWQ only), (4)
Wetland Impact Map, (5) Wetland Delineation Forms, and (6) PCN Form.
Please call if you have questions or require further information.
Sincerely,
Kevin Martin,
President
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
710 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Tucker Development Inc.
Mailing Address: Attn: Mr. James Tucker
1151 Executive Circle
Suite 201A
Cary, NC 27511
Telephone Number: 919-319-5554 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Kevin Martin
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-5900
E-mail Address: kmartinOsandec.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bay Pointe Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Bay Pointe
Directions to site (include road numbers, landmarks, etc.): South of MLK Parkway
North or Bay Port Drive - See attached USGS vicinity map
E = 2023696.82927364
5. Site coordinates, if available (UTM or Lat/Long): NC Grid N = 797684.68447184
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary of Third Fork
Creek
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 htt p://h2o.enr.state.nc.us/admin/mM_
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is undeveloped, surrounding; area is residential with
a major thorofare (MLK Parkway) on the northern boundary
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: A 123 lot
residential subdivision to be constructed using methods and means typical for the area.
11. Explain the purpose of the proposed work: Allow utilization of uplands for residential
subdivision.
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.
N/A to our knowledge
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional impacts will be required for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 9
1. Provide a written description of the proposed impacts: 0.04 acres of wetland impact
for lot fill, 0.045 acres of wetland impact for utility line installation and 198' linear feet of
impacts for perpendicular road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***
1 sewerline 0.045 no >150' headwater forest
2 lot fill 0.04 no >150' headwater forest

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htgx//www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 4.0 acres (see
attached survey)
Total area of wetland impact proposed: 0.085
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
especify)
3 road fill 198 unnamed 3' intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgRquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 198'
Page 4 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
High aualitv wetlands on west side of nroi)ertv were avoided (_a_yrevious city sewer line had
impacted them to some degree). Lots designed so intermittent channel avoided, road crossing is
perpendicular.
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.
Page 5 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/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.
Impacts are below DWQ thresholds so mitigation should not be required by WQ. Due
to the avoidance of high quality wetlands, preservation of 3.90 acres of wetlands on-site and
minimal impacts mitigation should not be required by the Corps.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 9
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone L extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater is being discharged into wetlands that are being preserved on-site. Site impervious
surface is 29.4% according to Withers & Ravenel, the project engineer. This calculation was
required by the City of Durham prior to their approval.
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
No access to the tract is allowed via MLK Parkway so the intermittent channel must be crossed
to access high ground. To minimize impacts the crossing is located at the end of the
channel adjacent to the existing MLK culverts and the remainder of the channel is
not impacted
Page 8 of 9
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NATIONAL GEODETIC VERTICAL DATUM OF 1929
Jul 03 02 09:19a Tucker Development, Inc. 919-319-5252
p.2
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fay:: [phone]
www,SandEC.corn
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ?UL ?? ? ? EV G I Lo C- _
Address: I t S ?Ew V C-',% A-b c SJ i f 2p t o CA?-(
`.xoject Name/ Description: ??'+?V ?ai ?? 5??•? ""' T? ?A - --
Date: 'A. ?0Z
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
r ?id Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ra ert owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon requ??s
sup lemental information in support of applications, etc. from this day forward. The _? ' day of
ALA 2cx?2
7-4: _nolification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name Pro a ty Owner's cSignature
cc: Mr. John Dorney cc: Mr. Kevin Martin
?N?CDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 blank agent auth fomi,doc
Charlotto Office: Greensboro Office: Hic 'or); im:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone- [phone] Phone (82F-) 635-5820
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Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road 231 16th Avenue NE
Raleigh, North Carolina 27614 Hickory, North Carolina 28601
NC G VI D [phone] [phone]
X- -2-10 251 o 9 7 DATA FORM
- (921 &60 ROUTINE WETLAND DETERMINATION
(taken from the 1987 COE Wetlands Delineation Manual)
Project/Site:
Applicant/Owner:
Investigators: W. ovtnze.
Normal Conditions?
Atypical?
Problem Area?
Q clP0;fcfie / T',
p . TZD t^y _S _
Yes No
Yes 7-No
_
Yes ? No
Date: it/z9141
County: Dv e-Ht-vw
State: N c,
Community ID:
Transect ID:
Plot ID: WtrTt.At4o
IM,d V11rAlrynW
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I. L4QU%DAMSAV- -_rN0,ACAFLVA T FAr_+ 9. L4&t)STR_Vw%. Sl.atuSk-' S FI G
2. 3v?..?c,u5 Efr-vsus p} FAC.w't 10.
3. ut-mvs "trp_tcAoP, .? FA-C. v 11.
4. 5Mit?o?}c s2? Tuntt3?ra1.t+! ?/ FAG 12.
5. %%Oe H A+tC tZI A CY Sa t iv t> k2t Gq ti FA * , + 13.
6. 4L.Fivs SZr4tVL-A-rA S Fit-c.wt 14.
7. SAI.4x. rJ i QZA 'f Oak. 15.
8. v1GvQ_N4rn P14;"'61k'ru^ S f'A6 16.
vn -# of 7lnmin?nt Q""Aac that nrP OYU _ FAC W.
or FAC, (excluding FAC-):
ien
Remarks:
HYDROLOGY
-Recorded Data:
-Stream, Lake or Tide Gauge
-Aerial Photographs
Other
_)( No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
Wetland Hydrology Indicators:
Primary:
K Inundated
X Saturated (upper 12")
-Water Marks
-Drift Lines
-Sediment Deposits
XDrainage Patterns
Secondary:
2 - (in.) X Oxidized Root Channels
Water-Stained Leaves
O-1Z (in.) -Local Soil Survey Data
X_FAC-Neutral Test
0 -10 (in.) -Other (Explain in Remarks)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
1 1010 Raven Ridge Road 231 16th Avenue NE
Raleigh, North Carolina 27614 Hickory, North Carolina 28601
[phone] [phone]
Project/Site: Plot ID:
W _'L A tJ P
SOILS
Map Unit Name Drainage Class:
(Series and Phase): 'GATE? Ce.A'd Field Observ
'
" ations
Taxonomy (Subgroup): AQ vi c UM1 F\-vv 5 Confirmed?
tw
i Yes - No
Profile Descri tion:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
D- 4 A 7.5Ytz Sm 5;L
t2+ c low- 612 L
l Indicators:
F
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface
Odor
Sulfidic -Layer in Sandy Soils
?Aquic Moisture Regime -Organic Streaking in Sandy Soils
?Reducing Conditions ?Listed on Hydric Soils Lists
?Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Presen ?
Remarks: ` T
? Yes No
Yes No
? Yes _No
Is this sampling point
within a wetland?
?Yes No
Mks
Or'
kvy'??
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
1 1010 Raven Ridge Road 231 16th Avenue NE
Raleigh, North Carolina 27614 Hickory, North Carolina 28601
[phone] [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(taken from the 1987 COE Wetlands Delineation Manual)
Project/Site: 6 ? (ate y r" $-? Date: E112 Sd Rat
Applicant/Owner: County: ?vRa a esw.
Investigators: W. ®vt?TZ A , t w'"s State: 0G
Normal Conditions? t/ Yes No Community ID:
Atypical? Yes ? No Transect ID:
Problem Area? Yes ? No Plot ID: W01-AN P
'%rV1-1,1rA TrnAT
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. P104us -rAL DA T >:rtf- 9.
2. L1iRfloueliRow -TUL?giV'eaA T FAC 10.
3. c.anN us 1~L Q(z1 oA _T Fry-V 11.
4. 1 t v tt r ov w+ v36 i nAl ljo^ S F#-G 12.
5. t.t.Qu10kw\e A& SNY tV'1.VA T FAc+ 13.
6. uuQ t C-u RA ?O-PvrAtc-, v t?A_r? 14.
7. QugT?Lc-us FRf u A1A F.4cv - 15.
8. 16.
v--t of ilnmin?nt Cnat•iPC that are ORI._ FAC W.
or FAC, (excluding FAC-):
5q
Remarks:
HYDROLOGY
-Recorded Data:
-Stream, Lake or Tide Gauge
-Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
Wetland Hydrology Indicators:
Primary:
-Inundated
-Saturated (upper 12")
-Water Marks
-Drift Lines
-Sediment Deposits
_Drainage Patterns
J
N/A Secondary:.
(in.) -Oxidized Root Channels

w1A -Water-Stained Leaves
(in.) -Local Soil Survey Data
j _FAC-Neutral Test
k
s)
Other (Explain in Remar
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, Inc.
1 1010 Raven Ridge Road 231 16th Avenue NE
Raleigh, North Carolina 27614 Hickory, North Carolina 28601
[phone] [phone]
Project/Site: ((?? ,
4Qv FolNte. 1 ?A G e(?
Plot ID:
UP&-ANU
SOILS
Map Unit Name Drainage Class:
(Series and Phase): W H ruf S7o 12 C Field Observations
Taxonomy (Subgroup): ' e-l i c t- *f &-v y A L4' Confirmed? ? Yes _ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
n-(o Ap ibYr 5/3 5L
6 - 12 66 I Z, S?f?2 `A, G L
IZt 8? 2 5Yi? SY c
Hydric Soil Indicators:
istosol _, oncretions
istic Epipedon _ igh Organic Content in Surface
ulfidic Odor
I ayer in Sandy Soils
quic Moisture Regime Organic Streaking in Sandy Soils
Conditions
Reducing Listed on Hydric Soils Lists
leyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
? Yes _No
-Yes Y"'No
Is this sampling point
within a wetland?
Yes No
Hydric Soils Present?
Remarks: Q

Yes ?No
P.B. iJO, PG. 94 ~ 1 LM. 50B-DI-OZ2
ZONING R-20 ~ NOTES; SITE DATA. VAC RES/HOMEOWNERS ~ TEEP SLOPE 8c TREE SAVE _ OPEN SPACES _
assocwTlDN ~ 1. ALL WORK SHALL CONFORM TO NCUOT AND CITY OF DURHAM STANDARDS AND , PROP05ED TREE PRESERVATION AREA VD NOTES
\ \ OWNER: Q~YEI. , ~ HEARTLAND DURHAM TRIANGLE LIMITED PARTNERSHIP TUCKER DEVELOPMENT, INC. SPECIFICATIONS. # OF TOTAL AREA (AC.) OPEN SPACE TREE SAVE
1 I 524 SECOND AVENUE, SUITE 200 1151 EXECUTIVE CIRCLE, SUITE 201A 1. MINIMUM OPEN SPACE REQUIRED' 11.8% OPEN SPACE PRUVIDED: 22,6% UNITS AREA (AC.) AREA (AC.)
~ 1 SEATTLE, wA 96104 GARY, Nc 27511 2. SIDEWALKS WITHIN THE NEIGHBORHOOD STREETS ARE PROPOSED PER SECTION NINE OF I NINE OF PHASE ] 17 10.67 6.09 5.53
~ 919 319-5554 THE DURHAM ZONING ORDINANCE. TYPICAL NEIGHBORHOOD STREET R.O.W. SHALL BE 50' IN t \ ~ [phone] ( ) WIDTH. SEE TYPICAL ROAD CROSS SECTIONS ON SHEET 3 FOR PAVEMENT, CURB AND BE 50' IN 2. OPEN SPACE AREAS AND ACREAGES ARE SHOWN ON SHEET 5. PHASE Il 37 10:85 1.45 ~ _ 1.25 4ND PHASE III 69 15.73 0,94 __u 0.83 _
0 1 ~ 1 \t ~ STEVE WALKER, PRESIDENT CONTACT: JAMES TUCKER 1 ~t \ ~ SIDEWALK WIDTHS. 3. S'iEEP SLOPES AREAS, WHERE THE GRADES EXCEED 25%, COMPRISE LESS THAN TOTAL PROVIDED: 37.45 6.48 7.61
N ~ ~ \t , u U; ~ att t 10,000 5F AND ARE NOT SHOWN ON THESE PLANS. TOTAL REQUIRED: 4.43 7.46
~L\ cp\ \ \1 MIMIMUM LOT AREA REQUIRED = 4,000 SF 3. DURHAM STREAM BUFFERS ARE SHOWN ON PLAN. 4. TREE COVERAGE REQUIRED: 7,46 ACRES (20%)
9 X11 ~t 1 a MINIMUM LOT AREA PROVIDED = 4510 SF AVERAGE LOT AREA PROVIDED - 8320 5 .pZ~Gn 1 ~ \t 11 4. DUAL WATERLINE FEED IS REQUIRED FOR 100 UNITS OR MORE. TREE COVERAGE PROVIDED: 8.48 ACRES (22%)
~ t 1 a
~.C ~ , 1 i \i 11 CURRENT ZONING: PDR 10 -DENSITY 3 6 UNITS ACRE ~ 1 ` / 5. PROJECT WITHIN URBAN GROWTH AREA. NN ,1 U DEVELOPMENT PHASE PRELIMINARY SITE PLAN
t+' $ 1 ~ 1 '(h ~ i ~ ~ ~1 ~ WATERSHED: CAPE FEAR RIVER TRIBUTARY TO 1}IIRD FORK CREEK) 6. MINIMUM BUILDING SETBACK: IMPERVIOUS 5UR1 ACL CALCVLAT~~NS. NUMBER LOT NUIdBERS
1 1 ( ~ ~ ~A I Ct ~ ~ 1 ~1 FRONT: 10' - 11.0 AC'29.4% PHASE ] 1-11, 27-29 121-123 TOTAL IMPERVIOUS SURFACE AREA ( )
Z ` 1 CORNER: 8' 1 1 1 't CURRENT LAND USE: VACANT STREETS - 3.5 AC (149,000 sq. ft.) PHASE II 12-26 30-36 108-120
0 ' SIDE: 8 ~ ~ 1 ~ ~1 SIDEWALKS - 0.5 AC (20,800 sy. ft.) PHASE III 39-107
i0~' ~ 1 REAR: 8' ~G11 , ~ ~I PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL-
~O ~ 1 PERIMETER : 25 , \I `I TAN S; 10 1 1' t UGA: 1MTHIN URBAN GROWTH AREA STREAM BUFFERS & WE L D 51NGLE FAMILY HOMES (AVERAGE) - '1.0 AC (302,580 sq. ft.) 2,460 sgfi/HOME
1 l 1 11 BUILDING (48X40) = 1,92D SF
i, 1 ~ ~ 7. WETLAND AREA AND CHANNELS AREA SHOWN & LABELED ON SHEET 6. DRIVEWAY (12x30) = 360 SF
i TAX MAP NUMBER: P- I~L,jV.~@~R~ l `I PATIO (10X1 U) = 100 5F
1 513-01-006, D729-01--37-7678 8. PROPERTY DOES NOT LIE WITHIN A FLOODPLAIN OR FLOODWAY PER FIRM MAP 1 \I 37063CD158 PANELS 158 OF 280 DATED FEBRUARY 1 1996. ~ml 1 514-05-008, 0729-02-57--:5271 ' WALKS (4X20) = 80 SF
1 ,11 1t 1 w u,tt 1t 514-05-OD9, D729-02-57-6414 9. CITY OF DURHAM STREAM BUFFERS: 50 F00T OR 30 FOOT WIDE UNDISTURBED STREAM BUFFER 15
~ x` : ' a • 1 1 514-05-016, (PORTION) 0729-02-58-x466 PROVIDED EACH SIDE OF 5TREAM, MEASURED FROM THE TOP OF THE BANK. NO CLEARING OR tEAM BUFFER 15 P~/1~~~IVIj l,~)VI~E~ ~ LNG OR
\ cat It t GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION vEGETAT10N 1: U,S. ARMY CORPS OF ENGINEERS WETLAND PERMITS FOR AREAS TO 6E DISTURBED
1 wl 11 SHALL BE PERMITTED WITHIN THE STREAM BUFFERS. w ~1 1 SHALL BE PROVIDED PRIOR 70 THE ISSUANCE OF DISTURBANCE PERMITS FOR THE
\ ~ t\ 1t \ `t ~t DENOTES OPEN 5F'ACE ARkAS 10. TREE DISTURBANCE SURVEY ON SHEET 5 BY BL.ANCHARD LAND SURVEYING, INC, SUBJECT AREAS. JC:
t 1 \ 2. FINAL GRADING PLANS INCLUDING TREE PROTECTION FENCE LOCATIONS SHALL BE
„ ; ~ ` t 11. TREE PRESERVATION SURVEY ON SHEET 5 BY KENNETFI CLOSE, INC, N \ 1 \1 PROVIDED TO THE DURHAM PLANNING DEPARTMENT FOR REVIEW PRIOR TO THE ISSUANCE
~n ° A `V A, 12. THE CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENTS ARE N': :r. \ t IN RE OF THE ZONING COMPLIANCE. FORM FUR LAND DISTURBING PERMITS.
~ t \t T T T M STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510 PAGE 4 \ SUBJEC 0 ER 5 ,
cn s q / \ ~ 958. NO STRUCTURES, FILL, EMBANKMENTS, TREE OR OBSTRUCTIONS PERMITTED WITHIN t 'IN
\ / \ \t THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
\ ~ a ` 13, ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF DURHAM STANDARDS. DS.
\ NOTE:
b a THIS OPEN SPACE, PARCEL WITHIN AND 14. ONCE ACCEPTED BY THE CITY OF DURHAM ALL WATER AND SANITARY SEWER SHALL TALL
~ ' BE DEDICATED A5 PUBLIC. a~ \ WEST OF THE STREAM BUFFER MAY NOT
~ ` L ANY IMPERVIOUS r.'",, •f1 \a~\ BE DEVELOPED, NOR SHAL 15. DRAINAGE EASEMENTS SHOWN ARE TYPICAL, FINAL EASEMENT LOCATIONS SHALL BE . BE
' ~ ~ SURFACE AREA BE CONSTRUCTED WITHIN IT. 1 REVIEWED AND APPROVED WITH FINAL GRADING PLANS.
N/F NEW COOK ` ~ ` / PARTNERSHIP ~ / 16. THE LOCATION OF SIDEWALK SHOWN ON THIS PLAN 15 SCHEMATIC. A C11Y OF DURHAM DURHAM
D.B. 1319, PG 23 OT N ROACHMENT PERMIT IS RE UIRED PRIOR TO ANY CONSTRUCTION. y \ AND/OR NCD E C O P.B. 31, PG. 109
T.M. 513-01-011 .A ~ AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGINEERING JGINEERING
ZONING R-20 CONSTRUCTION INSPECTIONS OFFICE AT 560-4325 FOR APRE-CONSTRUCTION CONFERENCE RES/SINGLE FAMILY x," ~ \ \ AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. =RENCE
\
\
\ I ~ ~

•~y A`,~ \ ~ ~ \
20 \ ~ . F FtiT~ .,:rT..
\ ~ ~ ~ ~ ~ ~
A ~
~ ~ ~ a1~1, LEFT TURN LANE TO BE CONSTRUCTED
m ' ~ . WITH PHASE I CONSTRUCTION.
S ~ ~ MINIMUM 100 STORAGE, s, ~ ~ ~ \ / 15,988.5 ~ ~ ~ ~y
~
4j
- \ , 8,312. ~
6 \ BROWN ST. - / ~
s• x,312. sr 46'R ~ ~ ~
_ 2 \ ~ \ ~ 8.894. Sf/ / ~
7: ~ ~ ~ CITY OF DURHAM 25' SANITARY 7 L ' SANITARY ENT
1 \ SEWER EASEMENT 9,995. SF~~ P.B. 145, PG. 39 °,at ~ 39
~ ~'1'2~ T ~ , ~ ~ EXIST. SAN. SEWER
N F ~ ~ ~ ~ b h/p~~ "d,~ i , EASEMENT TO BE ~ QIEri w~in~oBO, n In ~ ~ 8 ~ ~ ~ p~ p~~~ _ ABANDONED. I I j CITY OF DURHAM 25' SANITARY
o 123 7 ~/c _ x_- ~ I D.B. J07. P0. 769 1{ ~ ~Jr' f ~ ~ 4S p 'Q~~"'-~.~ / ~ I LOT 14 Q n ~ G W -me: ! ' I SEWER EASEMENT
9ELMONr PARK z i5,981. s ` ~ 9,172. 122 ~ . ~s~' _ I ' P.B. 145, PG. 39 III ~ ,
P.B. 31, PC. i0B N ~ 8,419, 3 ~ 4 a'~a... 1 - ~ 9 ~ 121 ~ Pe ~ i ~ 1 I i.zONING RI 1005 Q ~ / ~ ~ \ T LgNOSCgMq ENp ~ c.,,-•.. % I• ~ I EXIST 30 WIDE DRAINAGE EASEMENT
_ ~ ti- 9,922. SF ~ 8 367. Pe ~ - ~ ~ vac RES/ LOTS-sML : 120 I ~esMr , ~ ~ PB 130 PG 84J (
30'\ 8 365. 1 19 I 7 o~ itiy ~
~ s~~~ ~ s.9HO. ~ ~ 118 ~ ~ - .(,115.5 /,5.~' . ~Mr , N r,, a I - 117 y ~ w 1,382. ~Q, pQ~~~~, . T ~ m
27 ~ _ ~ ~ ~ _ 571., ' , o. Ac.t~- ~ ~ 7,D,2. St 116 ~ ~ / 1-.. 30 PENMANEN HATCHED AREA REPRESENTS a Q~ ~ $ AC.I ~ NDSCAPE ESMT. s ~
. , ~ a 115 0 o~ ~ r' / 6ti4. SF \.r l 1 6, ~`i4, S I -L ~C/'(~ , ~ I ~ - , EXISTING R/W TO BE SEAL a
~ ~ 3 296.:iL 5p. 32'"B " ~ H,bhb. Sf,~/J e ~'a 114 m ~ ~ ' ~ m 1 ~ 29 '~BCTCe ~ .z J~~°;/ , , . 113 - _ _ , ABANDONED. X84
S ~ mu r P q aiw f~/ ~ ,A~ o , , 112 • \~F,~ H sl ~ H " :1620. SF ~ AN U ;0 6,706. SI 11 1 (k~,. _ z ~ ~C _ ~ _ . ~ ~ v~
g ~ ~ : ~ m., E ,~o SO n ~ D 715. w w y m ~ N - ~ I 110 ` ~ t ,y ~ ~ 5.143. ;i CJ xa'-'., r N 31 R/ s,6~3. s 1 109 ` ~ ~ O
q a Vc/ , : _ ti~ S M ~ - C : w N/F rn , 1 ~ H,Sr>s. sr I 32 ~ _ / ' ,1 ~ ~ b,b'>e. s ' ,51 ~ sl 108 _ _
DONNELL AUSTIN ~ v4 614. D.B. 1261, Pc. oa95 ~ ~ 13 1 26 25 \ ti....., 1 107 _ _ so r srrr 718.4 ~ , . - . °--`~~---.a~ ~
T.M. 513-02-007A • ~ :s 1 24 a,he., . ~ I ZONING R-20 ~ 8,110. SF 12 0 ,20 5 /I j t 6,599. 5 ~ 106 - t 105 ~ I ~ _ 7,636. S ~ a..." .
VAC RES LOTS-SML ~ i-.. 14 553D. S ~ 5H4H. SF ~ ~ 7,991. 8,22D. Sf/ , _1,. w.,, TR/AGTS ~ ~ a P ,s67. sF , 104 ~ ~ 103 _ _ . ; . Z,~ P"~ _ °,5;;o sl ~ _ 6,533. it I 102 EXIST,,LOT LI E$.... " - \
r , `.y ! i 6;i17. SF Ttl11E tl ' ` ~~w , ~ . , 101 , _ ~ - ,.>oa. sl , 100 \
, z' `1 ~ 7,74. i ~ f , r 1 „s.i4. s _ N " ' _ AS _ ~ E 4E3s sl 1 _ _ _
5 ' T A Sff~ONAI -_._.v 1 ~~,3sH 6,1 ~z. sr ~ Py a ~ 1 2 2 ~ f. EA ,450. sr ~ 97 ~ ~ ~ ~
15 J 40' PUBI C R W 40' PU lIC R W W N88' 1310 E I t e,a19. sl, _ 3 ~ ~ ~ i 6,66b s , $
' ~ 10,209. sF ~ 2920 7 40 54 ~ / - - 22 ' n 54 ,,..,~r~. _ ~ _ _ 95 , ~ 5 _ y ~ /B a,~52, s
P• - vw W~i - r,,e41. sl 52 3_, ~~p1~ ~ WbTl1 ORAL ESMT. ~ ~7 ` / 3.`. 11,195. Q _ _ ,353. if N 3 / - O 1 + ,~3~~,a r 3 ~ $2 ~ z B 94 , ~ 11,193. SI~ 1 ~ P ~l i ` o~,_ 6,216. Sf -_~LIC ~ W ~ ~ ~ ~ 10,841. 5F ~ ` ~ _ ~ ~ ~ ~
~ 1 18 i ~ ~ ~ o PUBLIC SERVICE COMPANY OF " Q 18 425, sF r ~ a,ss2. ss~ ~ ~ ~ 1B, 19 I ~ 1 ~ ~ - ~ 16 1 I 21 ~ 4 NORTH CAROLINA ~ ~ , ~ - ~ 84 v. I ~ ~ ~,srr sr ~ . , ~ 85 ~ _ ~ , ~ 93 ' ~
20 ~ N 41 ~ : , t. I 17 ~ $ ~ a 15,siH Sf. a,7o1 sF I~ H,1oH S ~ ~ w D.B. 370, PG 262 n„ ~ 5 ~ '~s. I ~ W _ - . ~ 1 r~~~ ~ ~ 5' t. 55 ~ ,41H. ,,F 86 , 20' OFAIN. MT. 87 ~ ~.-;T~ 13916. S4 C~
• ~ _ _ _ BOH..S-- ~ 7,38/. f" 17149. SI rn N P.B. 66, PC. 62 , L~-SER .11,166. SF ~ ~ „ r' - m COgPANY OF NOR ~ a p: ~ 7 1 Oj RAN. ES-iAf. ~ i.M. Si3-Oi-008A C NA gq M~1 ~ 1,90f,. ~1' ~ ~a ~ a~>,, 11,3.1.,. tir - _ ~ ~osa sF 88 j ~ ~ y - _ _ OPEN SPAG~ ~ _ ,139. sF 89 ~ ! .
F ZONING PDR-10 (EXEMPT) I 70 PG~92) r3~ ~ N ~ - uNE uacANr PuBL1c unLnY ~ . - I s,a14 s 90 O.~~AC:_ ,oss. sr 91 w
SAYDE HARDING YOUNG ~ _ 1 ~ ~ D.B. 277, Bc. sD7 S 9'02'42"E ~ ~,.A 88'44'58 S89'41'S E 254.72' ~ ~ 50 ~ ~ 873. SF P . ~ I 56 81 ~ 5,zas,.s .r..... ~ ~
iM, 513-oz-DDS i 253.41' 199.77 ~ ~ ~ r L, ,1 .7 ~ ~ ZONING R-2D ~ ~ 284.23 37.88 ~ , 2 ,z ~ D N 92 ~ ~ 1 o ne...~ ~ ' 6.481. sF E . A ~ 360,45'
vAC RES LOTS-sML _ N F MARGARET H. WIGFALI. j0. dC• ~ y< 10,1 / N/F ~ N/F / ~ 1 ~ ~ a £s TRACis ~ ~ i ~ N/F N/F LULA MAE HATCH LANNY WILLIAM W.L. OVERBY D.B. 353, PG. 529 1/ ~ £ ~ ~ "t h' _ _ _ ass9. sF ~ SBg1014 E ~ ~ - ~ ~ 71.
STER TURK W , ~ MILES MARK FISHER N BU ~ D.B. 1180, PG. 289 COVINGTON D.B. 3D7, PG. 381 LOTS 359-384 ~ 4; I 57 I , ~ ~ ~ o. ~I f ~ NOTE. ~ q 6,650 si 79 78 77 76 75 ~ N3164 8~7"W N/F DURHAM PROPERTIES, LLC
I D.B. 3JJ, PC. 196 D.B. 330, PG. 17 b TS 3B0-J83 D.B. 10.79 PG. 291 OTS 371-315 PEARSON PARK SUBDMSION ~ l ~ LOTS 457-484 qT{ LO L ~ P.B. 36, PG. 9 ( I ~ 142 1 ~ LOT 45 pEARSON PARK LOTS 378-379 PEARSON PARK U 9,144. >I ~ 0 9,a.7a. sr c 74 5
BELMONT PARK SUBDIWSION PEARSON PARK SUBDMSION -p SUBDMSION PEARSON PARK SLIBDMSION LM. 515-04-001 1 P,B• 38. PC. 9 Q ZONING R-20 I " I/i041, 1.7.1 ~ {-~-^~"'T"`~E. 1 ~ P.B. 31, PC. 109 (.r~ P.B. 38, PG. 9 SUBDMSION P.B. 38, PC. 9 - Q 73 72 71 . 3'4 D.B. 2zsz, Pc. 4n OPEN SPACE MAY BE DEVELOPED . ~ ~ ~ 7,210.3 7,110. S 6,/97.., 6,48,7. S J69. Sf A54. Sf I ! 1 \ 295 ~i P.B. 100, PG. 308 ~ A p ,540. sl 47.97 5g ~ , ,s1 a. sl , 6,oze. sF ~ ~ iM. 514-01-010-8 BY HOMEOWNERS ASS CIATI N,
T.M. 514-05-009 LM. 515-01-027 ~Z 7.M. 515-02-003 P.B. 36 PG. 4 LM. 515-02-0038 ~ VAC RES/LOTS-SML TRACTS 60' WIDE PRNAif ROAD I""_ l ZONING R-20 U ~ ~ NING R-20 --i ~ -003A NIN R-20 ~ ~ ZO ZONING R-ZO T.M. 515 01 ZO G ~ ' I ~ ~ N2r44' ~"w zoNn~cR-so THEY SO CHOOSE, TO INCLUDE TOT J I_ ~ 46 \ n, ~ 10,011. SF _ ._.I ~ J L_ _ _ COMM S15/ ASSISTED LVG
VAC RES LOTS-SML 1RAC1S VAC RES/ LOrS-SML TRAC15 ~ RES INGIE fAM9,Y ZONING R-20 RES SINGLE FAMAY ~ (P.B. 32, PG. us ~ 1 ~ . 1 /5 / - To ~ aB ~ I ~ 43 48 : . GSA ~ RES/SINGLE FAMILY ~ I is I ~i - ~I 7,284. Sf' c ~ ~ , _ 5, ~ LOT, BASKETBALL, ETC. FOR ;Y d. 3 .~..:r \ ~ 1 g o
W t0 N15. 4' ~'w RECREATIONAL PURPOSES. . ; : ~ 59 y ~ , 48.48
- :TSB 3 _ - - _ _ 1 n ; / 1 • N F GEORGE H. EVANS - " i I- t~ . - ~ A-~Y. ~16E`~ LANE _ . ~ o . 'n a. ~ ~-"-.-~H _-_____-____~4_pllBLlC _ ~ IF SUCH DEVELOPMENT DOES OCCUR
D.B. 13oD, Pc. seo I ~ I ~ I , 47 ~ / _ 44 ~ 5 ~ ~ LOTS 353-358 I I h., . t ~ NO MORE THAN 10,000 SQUARE FEET h~~: 60 5' .
- I . • - PEARSON PARK SUBDIViS10 ;Oprp 11,810. SF ~ - 6 .F - _ P.B. 36, PG. 9 I W ~ I - - 4 ~ _ _ _ _ t 11~~ ~A Nir13'OQ"W OF IMPERVIOUS SURFACE AREA WILL / 12 552. SF ~ G 51.67
~ _ , ,~r~.. ~ _ T.M. 515-04-OD2A ` ~ ~ OVERBY DRIVE ~ zvNiNC R-2o - . w~ 6 67 68 69 70 :r ~ BE ALLOWED. _ ~.,~ss,~ 61 62 63 64 65 6 ~ 1 ',.c ~ + 1 ,9 I , 0. ,9T2-5F 7,196. SF 1
f ~ vAC ~s LDts-sML TRACTS i~ i ~ I I ~ 4 o sr ,9a6~ sF goo: ~ ,90 . 2° N23'1T26"W Mr ~ _
DEVELOPER HALL EXTEN PROPOSED ~ 1 _ - - - - IW z I i I, 1 21,ao}l. sF - - 43.6 1-- - ` 1
BAY POINT RIVE OFFIST AND TIE TO I -L- - N88'S9'07"E ~
I I I - - i z i EXISTING BA POINT DRN . ~ ~ , 0. JONES -i I N/F MARGARET ' , GRAPHIC SCALD, 1222.55'
I u D.B, 363, PG. 51 I I ~I NI~ _ I R ~ TIE TO PROPOSED CORAL DF I L015 363 51 1 100 p 50 tUD 200 40U D CORAL DR. STREET N F J.B. PHILYAW OPOSE P IMINARY D.B. 238 PG. 244 TIE TO EXISTING HANSON DRIVE
~i ~I~ PEARSON PARK SUBDMSK)N I I I I STUB PER APPROVED PRELI6 APPROVED REL iN PlANS FOR GREEN P.B. 362, Pc. se ADJACENT TO SOUTHERN PROJECT
I~ I P.B. 39, PG. 9 I j E j SUBDIVISION PLANS FOR GRE I ~1~ _ rM. 515-oa-oD2 I ~ GARDEN SUBDIVISION. UBDIVISION. T.M. 5}5-05-007C zors?AC s-2o BOUNDARY. / 1 -
I I ~ ~ h m 1 ZONING R-20 I l i a I ~ ~ 1F rnRa1 ne1vF en la Fenn DRIVF CTI IR FRDla GRFFN GARDEN „on
j II - - VAC RES/ LOTS-SML TRACTS gguu~~IVISIpN I~-EXITING AT N- K EXIgflN, -AT TAE TIM ~ b~ IN FEET ) fRUCTION WITHIN BAY POIN E SU28IVI ION,
I I - I o DR. CONSTRUCTION WITHIN E THEN THE WATER LINE TIE N I WATER LINE TIE MUST BE MADE. 1 inch = 100 ft.
G PER NCDENR DWO -RESTRICTIONS TO OPEN SPACE DEVELOPMENT 11/20/02 BDH F REVIEW PER CITY OF DURHAM 6/14/02 BDH
AB 1"=100' DRW-SHTO1.DW
& Surve in Inc. 7- f- WITHERS & RA VENEL Engineering JDH Y 9 A CITY F DURHAM REVIEW M ,_o,_ BAY POINTE
11 B CITY OF DURHAM 2nd REVIEW COMMENTS 2/15/02 111 MacKenan Drive Cary, N.C. 275 13/08/02 ryC CITY OF DURHAM 3rd REVIEW COMMENTS 919-469-3340 FAX [phone] D CITY OF DURHAM 4th REVIEW COMMENTS 3 25 O CITY OF DURHAM PRELIMINARY PLAT AND SITE PLAN y Date Sheet No. EM 09/13/01
.2 E REV. BAY PT. ALIGNMENT ADD STREET 7 By Job No. 200334 of .
1EAB Scale CAD File

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~ ' SUPPLEMENTAL STORMWATER DISSIPATOR CHART ~ , RT STD. ENERGY
ti ~r ~ ~ ~ - DISSIPATOR ~
1 1' SSD LENGTH WIDTH Q 10 (CFS 1 1 ~ ~ ~ l
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' ~ a SUPPLEMENTAL DISSIPAIOR
. . . . ~ W/ FABRIC UNDERLINER
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NOTES. ! ; ~ ~ 4~ i " I i 4~4 ~ ~ _ ~ m ~ ~ EiO - , 'P~"'~..,...M' ~ 1 4. q0 ~,P
_ ~ _ _ ~ ~ yap p,
M DELINEATION BY SOIL & ENVIRONMENTAL ~ - W NDS SHOWN ARE FRO 1. EXISTING ETLA 61 F 6.~ 6 6 ~ Cn J F,S ~ ~ ( _ ~ ~ 1
" ~ I: ~ ~ ~ 46 ! ~ 4,>~ BY KENNETH CLOSE INC. LAND SURVEYORS.
TANTS INC. AND MAPPED " , I: CONSUL ~ GR~'P IC SCALE
~ ~ 100 0 50 100 200 400
LIMINARY SUBDIVISION PLAN BY WITHERS T SHOWN IS FROM PRE UBDIVISION LAYOU 2. S
I'~ & RAVENEL INC. I.
~ ([N FEET )
T~,~~ non icnT is i n~eT~n ICI Tug repF FEAR RIVER RAIN 1 inch = 100 ft.
J. I r110 FF\VULV I IJ l.w/-1I L- L., 111
Designer Scale CAD File
Revisions W&R 1"=100' IMPACTS.DWj
WITHERS & RAVENEt En9ineerIn9 & Surveying, No. Inc. Description Dote s BAY POINTE SUBDIVISION SUPPLEMENTAL STORMWATER DISSIPATOR PLAN Drawn By Date Sheet No.
111 MacKenan Drive Cary, N. C. 27511 - BDH 4 25 02
919-469-3340 FAX [phone] - - DURHAM, IF Checked By Job No. 2 JAB 200334 of

P.B. IJO, Po. 94 ~ + 5~-D1-o22 NOTES: V OPEN SPACE STEEP SLOPE 8c TREE SAE _
ZONING R-20 ~ SITE DATA: VAC RES/HOMEOWNERS +
'aSSOCpTK>N + nFVFLDP R: 1. ALL WORK SHALL CONFORM TO NCDOT AND CITY OF DURHAM STANDARDS AND ~ OWNER, STANDARDS AND NOT PROPOSED TREE PRESERVATION AREA ~ OF TOTAL AREA (AC.) OPEN SPACE TREE SAVE
~ HEARTLAND DURHAM TRIANGLE LIMITED PARTNERSHIP TUCKER DEVELOPMENT, INC. SPECIFICATIONS. \ 1. MINIMUM OPEN SPACE REQUIRED: 11.8% OPEN SPACE PROVIDED: 22.6% NHS AREA (AC.) AREA (AC.)
1 524 SECOND AVENUE, SUITE 200 1151 EXECUTIVE CIRCLE, SUITE 201A D PER SECTION NINE OF PHASE I 17 10.87 6.09 5.53
I SEATTLE WA 98104 GARY, NC 27511 2. SIDEWALKS WITHIN THE NEIGHBORHOOD STREETS ARE PROPOSED PER SECTION N \ 1 THE DURHAM ZONING ORDINANCE. TYPICAL NEIGHBORHOOD STREET R.O.W SHALL BE ~ \ \ [phone] [phone] WIDTH. SEE TYPICAL ROAD CROSS SECTIONS ON SHEET 3 FOR PAVEMENT, CURB ANI R.O.W SHALL BE 50' IN 2. OPEN SPACE AREAS AND ACREAGES ARE SHOWN ON SHEET 5. PHASE II 37 10.85 1.45 1.25 'EMENT, CURB AND PHASE IQ 69 15.73 0.94 0.83
fi I \ \ STEVE WALKER, PRESIDENT CONTACT: JAMES TUCKER SIDEWALK WIDTHS. 3. STEEP SLOPES AREAS, WHERE THE GRADES EXCEED 25%, COMPRISE LESS THAN TOTAL PROVIDED: 37.45 8.48 7.61 _
N ` \ \ 10,000 SF AND ARE NOT SHOWN ON THESE PLANS. TOTAL REQUIRED: 4.43 7.46
U; ~ ~ _ 3. DURHAM STREAM BUFFERS ARE SHOWN ON PLAN. y 0+` \ MIMIMUM LOT AREA REQUIRED - 4,000 5F 4. TREE COVERAGE REQUIRED: 7.46 ACRES (20%)
~ 'D~~ MINIMUM LOT AREA PROVIDED ®4510 SF AVERAGE LOT AREA PROVIDED ~ 8320 SF G i ~ 4. DUAL WATERLINE FEED IS REQUIRED FOR 100 UNITS OR MORE. TREE COVERAGE PROVIDED: 8.48 ACRES (22%)
~ 1 , ~ DEVELOPMENT
~ 1 , CURRENT ZONING: PDR 10 - DEN5ITY 3 - 6 UNITS/ACRE ~ ~ ` 5. PROJECT WITHIN URBAN GROWTH AREA. PHASE PRELIMINARY SITE PLAN
NW N 1 " ~ 1 ~ ` WATERSHED: CAPE FEAR RIVER (TRIBUTARY TO THIRD FORK CREEK) 6. MINIMUM BUILDING SETBACK: IMPERVIOUS SURFACE CALCULATIONS. NUMBER LOT NUMBERS
1 ~ FRONT; 10' + 1 TOTAL IMPERVIOUS SURFACE AREA - 11.0 AC (29.4%) PHASE I 1-11, 27-29, 121-123
8, 1 ? CURRENT LAND USE: VACANT CORNER: s . ft. PHASE II 12-26 30-38 108-120 STREETS - 3.5 AC (149,000 q )
Qn ~ ~ , 51DEWALKS - 0.5 AC {20,800 sq. ft.) PHASE III 39-107
~ I IDENTIAL REAR: 8 ~ ~ PROP05ED LAND USE: SINGLE FAMILY RES PERIMETER : 25' SINGLE FAMILY HOMES (AVERAGE) - 7.0 AC (302,580 sq. ft.)
I STREAM BUFFERS & WETLANDS: 10' 2,460 sgft/HOME
UGA: WITHIN URBAN GROWTH AREA BUILDING (48X40) = 1,920 SF
1 7, WETLAND AREA AND CHANNELS AREA SHOWN & LABELED ON SHEET 6. TAX SAP NUMBER; PIN NUMBER: MEET 6. DRIVEWAY (12X30) = 360 SF
513-01-006, 0729-01-37-7676 8. PROPERTY DOES NOT LIE ~NTHIN A FLOODPLAIN OR FLOOOWAY PER FIRM MAP PATIO (10X10) = 100 SF PER FIRM MAP WALKS (4X20) = 80 SF
`v 3706300158, PANELS 158 OF 260 DATED FEBRUARY 1, 1996. m m 1 514-05-008, 0729-02-57-3271
1 ~ 514-05-009, 0729-02-57-6414 9, CITY OF DURHAM STREAM BUFFERS: 50 FOOT OR 30 FOOT WIDE UNDISTURBED STREI INDISTURBED STREAM BUFFER 15 L N N I N G COMMENT NOTES
1 514-05-016, (PORTION) 0729-02-58-5466 PROVIDED EACH SIDE OF STREAM, MEASURED FROM THE TOP OF THE BANK. NO CLEARING TANK. NO CLEARING OR
1 ~i N N OR (NARY MAINTENANCE OF EXISTING VEf GRADING OTHER THAN SELECTIVE THI NING A D D ;E OF EXISTING VEGETATION 1. U.S. ARMY CORPS OF ENGINEERS WETLAND PERMITS FOR AREAS TO BE DISTURBED
1~ w 1 SHALL BE PERMITTED WiTHIN 1HE STREAM BUFFERS. `tom SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF DISTURBANCE PERMITS FOR THE SUBJECT AREAS.
\ ~ 1 DENOTES OPEN SPA(,E AREAS 10. TREE DISTURBANCE SURVEY ON SHEET 5 BY BLANCHARD LAND SURVEYING, INC. SURVEYING, INC.
\ 2. FINAL GRADING PLANS INCLUDING TREE PRO'iEC110N FENCE LOCATIONS SHALL BE
\ 11. TREE PRESERVATION SURVEY ON SHEET 5 BY KENNETH CLOSE, INC. w \ INC. PROVIDED TO THE DURHAM PLANNING DEPARTMENT FOR REVIEW PRIOR TO THE 15SUANCE
o \ \ 12. THE CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENTS ARE N \ OF THE ZONING COMPLIANCE FORM FOR LAND DISTURBING PERMITS, P EASEMENTS ARE
SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE OK 1510, PAGE
\ ~ ' 958. NO STRUCTURES, FILL, EMBANKMENTS, TREE OR OBSTRUCTIONS PERMITTED WITHIN \ THE EASEMENT EXCEPT ACGORDINC TO THOSE TERMS. PERMITTED WITHIN
1
A CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF DURHAM STANDARDS 13 LL JRHA,M STANDARDS•
oi," ' 14, ONCE ACCEPTED BY THE CITY OF DURHAM ALL WATER AND SANITARY SEWER SHAL ITARY SEWER SHALL
I BE DEDICATED A5 PUBLIC.
i
15. DRAINAGE EASEMENTS SHOWN ARE TYPICAL. FINAL EASEMENT LOCATIONS SHALL E R IEWED AND APPROVED WITH FINAL GRADING PLANS. EV OCATIONS SHALL BE
/
N/F NEW COOK PARTNERSHIP i " / 16. THE LOCATION OF 51DEWALK SHOWN ON THIS PLAN 15 SCHEMATIC. A CITY OF DU ~C• A CITY OF DURHAM
D.B. 1319, PC. 23 \ AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. CONSTRUCTION. OF DURHAM ENGINEERING
i.M. 513-01 D~ + '''I ~ \ AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM ENGI ZONING R-20 \ CONSTRUCTION INSPECTIONS OFFICE AT 560-4325 FOR APRE-CONSTRUCTION CONFERS TRUCTION CONFERENCE
RE5/SR4GLE FAiNLY ~ \ AND FIELD VI51T PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK,
' I \ \
. \
1 ~ .A
Jp: ~ \ ,
\
I, ~
r ~
a \
~ ~ LEFT TURN LANE TO BE CONSTRUCTED I WITH PHASE i CONSTRUCTION.
5 (MINIMUM 100 STORAGE)
'.15,988. S ly I 10,104.
i
3 ~ ~ ~ ~
6 ~ 0,312. SF
BROWN ST. ~ . ~ 31z. sF ~ ~ ' 4o'I` //.~C i
L- 2
- - ~ ~ ~ ~~Q e,asa. sFi .,r \ CITY Of DURHAM 25' Of DURHAM 25' SANITARY
~ ~ SEWER EASEMEN 7 <.,,,,a",. P.B. 145, PG. 3 SEWER EASEMENT P.B. 145, PG. 39
~i 9,995, 5 9,212. F / / ~ L ~ EXIST. SAN. SEWER ~ I Z- _ SAN, SEWER
q ~ EASEMENT TO BE ~ I ~ / ~ ~ V ~7jo ENT TO BE
tHERroRD 9 ~ r ~l ~ ~i° \p6. ~p~9~~ ABANDONED. ALLEN ~ Pc. 38Y 8 L7 ! 123 ~ ~ C ,q~ • ONED. CITY OF DURHAM 25' SANITARY ' SEWER EASEMENT
D B 30 LOi 14 Q ',15,981. 5~ ~ ~ ~ 9,172, 122 3y), 3~ BELMONr PARK ~ I / ~ ` ~ S P.B. 145, PG. 39
P.B J~09 N ' ~ 8,419, 3p. P \ ,v ~ I ~ SEMENI EXiSi. 30' WIDE DRAINAGE EA
- 9 ~ " ~ 121 i LA ppRM '"r- T.M, 513-01-005 ~ ~ 1 1 NOSCq fNr ',y ZOMNC R-10 Q ~ 9,922. SF Q 8,387, I E `y--, - (PB 130 PG 84) ~~~a~a~p
~ Lo>x-a~L M ~ , 120 r stir ~ ,S , T"~icTS / ~ 10 CAR
Jp'\ ~ 8,365. 119 \ s \ a,seo. ~ ~ , 118 ~ 1,71b, S ~1~ , I ~N 0( a p~ ~ ~ g ~ ? I
Est Q \ ~ I \ ~ ' 7,3e2. 117 a~'~s 57 1.1' 0,0 0 ~ 30' PERMANENT R PR ENTS
'y~' + 27 , _ ' 1,x12. s 116 /ti \ ~ ~ I 115 0~ P a ~c. aNDSCAPE EsMr• HATCHED AREA E ES Q~ ~ ~ EXISTING R/W TO BE SEAL a
28 ~ 6 154. S a O ' i 2 /,6~4, SF l r 3 SO' 32' @ 8,666. SF J ~~.,;"Q 114 _ ABANDONED. 23484
~ ~ / ,296. SF 29 PUBL~B r r r-. O"'~0 12 546. S 113 S 11 m Rjly r ~ 1112
~ H _ / ~ ~ H AN 0 6,,06. s , 111 17 8, SF y 5,620.. ~0 S WJ ~ ,e' O 6,725. S 11 m I N 1 0 . _ i ~ P
' • ~ ~ 5 2~.s sF D - r - + 31 R~ 6,613. s 1 109 ti ~ V ~ 109 a' ~ 108 ' ~ N~~
~ ~ 32 r 6,65x. s I 108 N/F ~ 8,585.5 1 ~ ~ .517. SF p~Q LL AUSTIN ~ ~ \ 33 I _ ~ 41 ,,624. sza. s , 107 _ ,~Te. `
DONNE I I D.B. 1281, P'G o4B5 ~ ~ 13 I 26 25 \ 10,550, sF, 34 y ,1 ~ 106 - . ~ , ' _ 105 "'r,, ,
LM. 513-02-007A ~ 8,120. S 12 1,203.., I 24 8,685. F 1 6,399, S 7 992, ~ 1 , _ r " ZOfONC R-20 8120. SF ,r I Q / I I N ~ 14 5,530. S 5,848. SF I 7s3s. s ! ,ss7. s , 104 - ~
VAC RES/ LOTS-sML 23 / 36 ~ P~">I TRACTS ~ r I - ~ A S i3,a3s. s _ 39 1 E _ sso sr ! 103 _ ~ Ply 102 , AS ' •533. S i T~LOT. ~ \ E / ~ G, 5,7 S ~ 101 ~
; , 7,745.-aF... ' -1 F I r ~ 1 ,394. S 5,368. 6,172. SF ~ HA _ 6,483. S 1 99 ~ ~ 1 ~ ~ \
m i NFL I - 53 HA . ~ _ S~~ SE ~ ,II ~ _ 6,462 S! I 9 { ~ ~ S~7 -
a _ L E EA 2 2 ~ 9 829. sr ( kra' X40 PUBLC R W 40' I lC R W ~6 ~ 1 292,04' 4Q - ~ _ N ~ .rug..' _ ,43q S ~ 96 / - AN . - ~ 1 6665. S ~ ~ ~
~ P, ' 'V li; 10,209. sF 22 ~ ~ - RI 32' _ 94
6,841. SF 52 _ ~ a . _ ~ 37 _ Q 82 ~ _ V a s ~ ~ ~ 852 ~ ,1,293. sF1 ~ _ so p/e - J ~ , ~ ~ - s z1s. sF 83 tK L1C ~ ~ 10 841. s! ~
O / a ~ ,353. sr z 1 , 1 8,332. S~ I 18 , I 1 ( PUBLIC SERVICE COMPANY OF 1x425. sF ~ 44 4• \ 1
16 , 1 R NORTH CAROLINA ~ / , 21 ~ ~ N 41 ~ 117 20 / 8,702. S 8,1011.5 ~ ~ O!I D.B. J7D, PG. 262 ~ W 51 d . 55 ~ ,azG s! 86 , _ ~ ~ o a' owuN. 87 ~ -T t391s. s!
15,618. SF _ 12149. SF 0, N P.B. 66, PG. 82 ~ - 1,266 SF _ 808. S \ I _ 7~N87. F . N T.M. 513-01-ODBA ~1 CC011PANA 0" NOR , 7,906. - - NN EE Mq / 36 . SF ~ I 6 88 ! - OPEN SPAS 11,395. SF - ,OG4. SF ,739. SF 89 ~ ~ \
ZONING PDR-10 {EXEMPT) 7 PO g w, . w. ~ a w, . Q 1 1/ N/F I ~ VACANT PUBLlC UTILRY ~ ~ ~ s,a1a s! 90 ~ _ 0.78 A'C: - _
SAYDE HARDING YOUNG _ ~ _ S 9'02 42"E S '41'S "E 254.72 50 .,,873, SF 1 ~,nS ~ i0 56 81 ! r r$
D.B. 217, PC. 807 8'44'56" T.M. S1J-02-008 2 i' 1 T , ~ ~ 7,127, 27 ~ ~ 6,4a1. sF o _ ~l ~ 92 380,45' 1oa7a. ~ - -
ZOMNG R-20 I 53 4 99 7 284.23 37.88 ~ ~ I N F N/F MARGARET H. WIGFALL D• (n ~ VAC RES/ LOTS-SMI. N N~ WI LIAM / D.B. 353, PC. 528 \ / - _ 4,98 . SF S8 10 ,4 E / / - ~ ~ 71.5
1RACT5 ~ ~ ~ ~ N/F ~ ~ LOLA MAE HATCH LANNY L W.L. OVERBY g-3sa ~ ~ + ~ , MILES MARK F)SHER IV BUSTER TURK p,B. 118D, PG. 288 COVINCTON p,B, ,307, PG 381 LOTS 35 o• N t'4 "W OPEN SPACE MAY BE OEVELOPEU 49 ~ q s,s5o sr 79 78 77 76 75 3 8586~T N/F DURHAM PROPERTIES, LLC
29s D.B. 330, PG. 17 ;U _ .B. 1039 FG. 281 LOTS 311-375 ~ PEARSON PARK SUBDMSION ~ ~ 49 D.B. J33, PC LOi 45 LOTS 451-484 fA~ PEARSON PARK 0 LOTS 376-379 PEARSON PARK Q P.B. 38, PG. 9 I 42 07 9,144. SF 9,834. SF BY HOMEOWNERS' ASSOCIATION, IF 9,144. SF G 74 73 I D.B. 2762, PG. 417 ~,r,.,.,,..... ~ ~ B ~ 7,270, s 7,110. s 67x7 s ~ s,4a3. s ,1ss. s ~ 1 ! 72 71 29'S3'4$"W P.B. too, rc. aoe THEY SO CHOOSE, TO INCLUDE TOT
~ ' PEARSON PARK SUBDMSION "p T.M. 515-04-001 BELMONT PARK SUBDMSION SUBDMSION PEARSON PARK SUBDMSION ~ W ~~Y--~-~ . 109 P.B. 38, PC. 9 (,i0 B. 38 PG. 9 SUBDMSION P.B. 38, PC. 9 Q ZONING R-20 7 041. SF, R. E- P,B. 31, PC TM. 515-01-027 P N VAC RES/LOTS-SML iRAC15 eo' MDE PLATE A~ _ f"'"'Z --3Q 58 ~ ~ ,es4. sF ,5ao. sF es1o. sF i s,ozs. sF 47.97 TN. s1+-D1-D1o-e LOT, BASKETBALL, ETC. FOR
LM. 514-05-0~ ~Z T.M. 515-02-003 P.B. J6, PC. 4 LM. 515-02-0038 FASEMENI I. ! 20NING R-20 ZOr4NC R-20 ~ ZONING R-20 T.M. 515-02-003A IOIWNC R-20 ~ (P.B. 32, ~ ~ ~ I I N274~4~"W zONINC R-2D RECREATIONAL PURP05E5. I _ J , CDMAI SVS ASSISTED LVG 10,011. SF _.1 ~ J l~ J L-
-SML TRACTS VAC RES/ DOTS-SML TRACTS -p S INGIE FAMB.Y ZONING R-20 RES/SMIGLE FAYBY - Yo eE 43 48 VAC RES/ LOTS ~p RE /S - ~ / RES/SINGLE FAMBY ~ ~ ~ L 7,284 S 9,411, SFy___.. 48 ` _ s - Nis' 4' ~"W
W `I - 9,411. SF____ 59 Y _ 4~.4tl ~ ~~I~LANE _ - -
. ` N/F ceoRCE H. Evans _ - - ~ ~ _ - 1 - / ~ _ s,sae. sF
D.B. 13D0 PG. 680 6~ _I I r.. / _ 333-358 44 I 47 ~ L015 0 47 60 ' - -
~ ~ PARK SUBDIVISIDN 11,810. SF - - ~ P.B. 36, PC. 9 ~ 7,356. ~F I _ 11,810. Sf 12,552, SF 1y~ ~ 51.87 L ~ ~W 61 62 3 64 65 66 67 68 69 70 (~1
- ~ T.M. 515-04-002A ~ ~ - - - ~ OVERBY DRIVE • zonuNC R-2o ff - ti~ 6 i i o. sr2--s 19s sF ~ Z
"'4 - RES LOTS-SIB, iRACTS ~ ~ I i / ~ VAC / 4.5.. - I - p 9,~r s ,so~-s! . s , a ~ ,9 ~ p N23'1T2Q"W - 50' 43.69
DEVEIOPER HALL EXTEN PROPOSED I ~ - - - ~ 21,aos. sF ~j O 9,589. S 21,808. SF i
BAY POINT RIVE OFFIST AND TIE'TO ~ i i - - N88'S9'07"E GRAPHIC SCALE iz22.5s
EXISTING BA POINT DRN . - r.= N/F MARGARET O, JONES I 'I 't `I
~ ~ D.B. 38J, PG. 5t I ~ TIE TO PROF LOTS 363-51 N J.B. PHILYAW 100 0 50 100 200 400 TIE TO PROPOSED CORAL DR. STREET TIE TO EXISTING HANSON DRIVE STUB PER APPROVED PRELIMINARY D.B. 239, rc. 2a4 ADJACENT TO SOUTHERN PROJECT
PEARSON PARK SUBDMSION ~ } STUB PER A P.B. 38, PG. 9 I SUBONISION SUBONISION PLANS FOR GREEN P.B. 362, PC. BB
- T.M. 515-D4-002 ( GARDEN 5UE GARDEN SUBDIVISION. T,NZSR_~7C BOUNDARY,
~I ~ i~ _ ~ ~ I I vac ais/ONioiS-SMI. TRACTS ( 1 8 ~U~DMSIONI SuBDrASioIVRISEESx15TINGRAT THEETIME.OF~4W+1~._.. W~+tHf UND . (IN FEET )
OR- - O R THEN THE I~ DR CONSTRUCTION WITHIN BAY POINTE SUBDIVI5I0N, THEN THE WATER LINE TIE MUST BE MADE. 1 inch = 100 ft.
;;-ML _ 6/14/02 BQH Designer Scale CAD File
Dnts JAB 1"=100, DRW-SHT01.DW
d' Surveying, Inc.
WIT 1 01 A B OF 0 RHAM 2nd REVIEW COMMENT 15 02 BDH BAY POINTE PRELIMINARY PLAT AND SITE PLAN Drawn By Date Sheet No. AEM 09/13/01
111 Mac Kenan HERS & RAVENEL Engineering VW OF D RHAM g Drive Cary, 27511 F DURHAM 3rd R EW C MMENTS 3 0 2B 8 0 H N.C. OF Checked By Job No. JAB 200334 of .
OF DURHAM 4th REVIEW COMMENTS 2 02 BDH CITY OF DURHAM 919-469-3340 fAX [phone] . BAY PT. ALI'MMENT ADD STREET 7 5/22/02 BDH

i
I '
I
I
Y1 1 NOT S: TREE SAVE I I EP SLOPE & PACE STE OPEN S PROP05ED TREE PRESERVATION AREA
P9. iJQ LM. ~-01-022 SIT ATA: I AI C. OPEN 3PACE TREE 9AVE ND N OF TOTAL AREA (A ) G i 1 STANDARDS A N
1, ALL WORK SHALL CONFORM TO NCDOT ANO CITY OF DURHAM STANDARDS AN ZONING R-20 ~ 1 vAC RFS~ Rs I 0_F I oa R. :22,63: UNITS AREA (AC,) AREA (AC.) i 1. MINIMUM OPEN SPACE REQUIRED: 11,89: OPEN SPACE PROVIDED ~ I
41~lEB: SPECIFICATIONS. \ HEARTLAND DURHAM TRIANGLE LIMITED PARTNERSHIP TUCKER DEVELOPMENT, INC. PHASE ] 17 10.87 6.09 5.53 I I
I ~ 24 SECOND AVENUE, SUITE 200 1151 EXECUTIVE CIRCLE, SUITE 201A 2, SIDEWALKS WITHIN THE NEIGHBORHOOD STREETS ARE PROPOSED PER SECTION I 5 SECTION NINE OF T 5. E 11 37 10.85 1.45 1,25 ~ I ED PER 2, OPEN SPACE AREAS AND ACREAGES ARE SHOWN ON SHEE PHAS f
ATTLE WA 98104 CARP, NC 27511 THE DURHAM ZONING ORDINANCE, TYPICAL NEIGHBORHOOD STREET R,O.W. SHALL BI ~ 1 SE 919 319-5554 WIDTH. SEE TYPICAL ROAD CROSS SECTIONS ON SHEET 3 FOR PAVEMENT, CURB AP f RA,W. SHALL BE 50' IN PHASE III 69 15.73 0.94 0,83 I VEMENT, CURB AND HERE THE GRADES EXCEED 259q COMPRISE LESS THAN TOTAL PROVIDED: 37.45 8.48 7.61
[phone] ( ~ 1 \ ~ CONTACT: JAMES TUCKER SIDEWALK WIDTHS. 3. STEEP SLOPES AREAS, W r i OTAL RE UIRED: 4.43 7.46 ~ I 10,000 SF AND ARE NOT SHOWN ON THESE PLANS. T D
~ ~ STEVE WALKER, PRESIDENT I ~I
C ` M UPPERS ARE SHOWN ON PLAN. ~ ~ 1 3. DURHAM STREA B :7.46 ACRES 203: I I 4. TREE COVERAGE REQUIRED ( ) 11 .48 ACRE5 22x
Nu; ~ ~ MINIMUM LOT AREA REQUIRED 4,000 SF ~ o~ 1 i I .o MINIMUM LOT AREA PROVIDED 4510 SF AVERAGE LOT AREA PROVDED - 6320 SF 4. DUAL WATERLINE FEED IS REQUIRED FOR 100 UNITS OR MORE. TREE COVERAGE PROVIDED, 8 ( ) i I II".
I I .,1 ~ i DEVELOPMENT PRELAIINARY 51TE PLAN I ~I1 PHASE LOT NUMBERS {
~ 1 1 ROJECT WITHIN URBAN GROWTH AREA. 1 CURRENT ZONING: PDR 10 -DENSITY 3 - 6 UNITS/ACRE 5, P ~ ~ i ~ NUMBER I I
NwN 1 ` , THIRD FORK CREEK) 6. MINIMUM BUILDING SETBACK: E CALGULATIONS:,~ _ ~ r RVIOUS SURFAC _ _ ,2, 123 ~.I M I' E PHASE t 1 11 27 29
j WATERSHED: CAPE FEAR RIVER (TRIBUTARY TO 10' • ~ ~ ~ ~ FRONT; TOTAL IMPERVIOUS SURFACE AREA - 11.0 AC (29.49:) PHASE lI 12-26 30-38 108-120 I
1 ~ ~ CORNER: 8' STREETS - 3.5 AC (149,000 sq, ft.) PHASE 11[ 39-107 i - 0.5 AC 20 800 s . ft,) I SIDEWALKS ( ~ Q I
I ' 'VACANT 8' 1 Z CURRENT LAND USE. SIDE:
~ I REAR; 8' 1 o DENTIAL 25' ~ ~ ~ PROPOSED LAND USE, SINGLE FAMILY REST PERIMETER ' INGLE FAMILY HOMES (AVERAGE) - 7.0 AC (302,580 sq. ft.) S I I
'F, ~ ~ STREAM BUFFERS & WETLANDS: 10' 2,480 sgft/HOME I
~ UCA: YIITHIN URBAN GROWTH AREA BUILDING (48X40) ~ 1,920 SF SHEET 8. DRIVEWAY (12X30) ®360 SF
7. WETLAND AREA ANO CHANNELS AREA SHOWN & LABELED ON SHEET 8. 1 I = 0 SF 10 10 OX PATIO 1 ( d
i ~~AP NUMBEF3; PIN NUMBER: 8. PROPERTY DOES NOT LIE WITHIN A FLOODPLAIN OR FLOODWAY PER FIRM MAP ~iE 'PER FIRM MAP WALKS (4X20) = 80 SF ~I;
513-01-006, 0729-01-37-7678 3706300158, PANELS 158 OF 280 DATED FEBRUARY 1, 1996.
` ~ 14-05-008, 0729-02-57-3271 Wml 5 -6414 DURHAM STREAM BUFFERS: 50 F00T OR 30 F00T WIDE UNDISTURBED STR COMMENT NOTES: TREAM BUFFER IS PLANNING I UNDISTURBED S
~ 514-05-009, 0729-02-57 9. CITY OF STREAM MEASURED FROM THE TOP OF THE BANK, NO CLEARII 1 514-05-016, (PORTION) 0729-02-58-5466 PROVDED EACH SIDE OF EXISTING V BANK, NO CLEARING OR DISTURBED S TO BE ~
GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF I TING VEGETATION L U.S. ARMY CORPS OF ENGINEERS WETLAND PERMITS FOR AREA } , i NCE OF EXS ' SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF DISTURBANCE PERMITS FOR THE
~~1 SHALL BE PERMITTED WITHIN THE STREAM BUFFERS. w1 JECT AREAS. ~ I! SUB
10, TREE DISTURBANCE SURVEY ON SHEET 5 BY BLANCHARD LAND SURVEYING, IN YING ING, I ND SURVE , I CLUDING TREE PROTECTION FENCE LOCATIONS SHALL BE
~ DENOTES OPEN SPACE AREAS 1 2. FINAL GRADING PLANS N f f RHAM PLANNING DEPARTMENT FOR REVIEW PRIOR TO THE ISSUANCE VIDED TO THE DU .E, INC PRO I
\ it. TREE PRESERVATION SURVEY ON SHEET 5 BY KENNETH CLOSE, INC. T ZONING COMPLIANCE FORM FOR LAND DISTURBING PERMITS. OF HE
N 1 NE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENTS AF N ~ 12. THE CENTERLI TER EASEMENTS ARE
\ EJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE IN ~ 900K 1510, PAGE 5 PERMITTED WITHIN I '
958. NO STRUCTURES, FILL, EMBANKMENTS, TREE OR OBSTRUCTIONS PERMITTED WITHI 1 THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
~ I
13. All CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF DURHAM STANDARI DURHAM STANDARDS. i
W TER AND SANITARY SEWER SH ANITARY SEWER SHALL
~ 14, ONCE ACCEPTED BY THE CITY OF DURHAM ALL A BE DEDICATED A5 PUBUC. i
LOCATIONS SHALL BE
NTS SHOWN ARE TYPICAL FINAL EASEMENT LOCATIONS SHALL 15, DRAINAGE EASEME
REVIEWED AND APPROVED WITH FINAL GRADING PLANS. I
i6, THE LOCATION OF SIDEWALK SHOWN ON THIS PLAN 15 SCHEMATIC, A CITY OF N/C NEW COOK ATIC, A CITY OF DURHAM , Y CONSTRUCTION.
~ NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. PARTNERSHIP AND/OR RING OF DURHAM ENGINEE TY i k
B 1319, PG. 23 ' \ ' AFiER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF DURHAM E~ 0. P.B. J1, PC. tOB \ ~ CONSTRUCTION INSPECTIONS OFFICE AT 560-4325 FOR APRE-CONSTRUCTION CONFI NSTRUCTION CONFERENCE
t~l• s1J-Dt-o11 ~ ~ SIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK, IpAy~ R_20 \ AND FIELD VI K, i
RES//s1NNa1~ FAwYLY ~ I
\ ~ 4 I
1, ~ 11
I G`6:~ ~ I 1~
I "'b I
t
r .I \ ~ '~i
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~ ~ LEFT TURN LANE TO BE CONSTRUCTED I ~i, ~ \ WITH PHASE I CONSTRUCTION. ~ C
' E 5 (MINIMUM 100 STORAG )
I ii ~
15,se6. s 1 10104. , ~
t
3 ` 6 312. SF \ { f,
6 - \ ~I
..F_wl~ s.. 6,,..2.6F. ~ ~ \ I I;
C,- 2 CI1Y OF DURHAM . - a,69a. sF~ ~a SEWER E,ISEII 'SANITARY ,f IY OF DURHAM 25 SEWER EASEMENT ~
, \ ~ ~ P.B. 145, PG ' I~. P.B. 145, PC. 39 ii
a,es3. s~ ~ EXIST, SAN. SEWER aT, SAN, SEWER I
i / 9,:,12. F ~ ~ ~ EASEMENT TO BE q ~ hip. ABANDONED. IEMENT TO BE 'i l tNDONED. t CITY OF DURHAM 25 SANITARY ~ ~
~ ~ ` ~ G ? ~ P,B AU ~ C ~ ' ~ ~ 7, ; 123 ~ ' 7,~~c R ~ ~ SEWER EASEMENT ( ~ jl
CORD, ? N 8 0 \ , , /~r ~ AUFN II ~ ~ 9,n2, 3~l f ~ P.B. 145, PG, 39 ~S'
0.B. 307, PG. JOY Q 15,981, SJ? 122 l0T I4 Z ~ ` I J BEIMONf PAW! ~ 8,419, 3O' P ~ WIDE DRAINAGE EASEMENT , Exlsr. 30 PB 130 PG 84 n~N~ N~
suBO ~ ~ g ~ 121 \ I LgND Rrt N , ~ ~ Nl P.0. JI, P0. 10Y / ~ ~ ~ N CAr? ~ ~N 0~ • ~ ~ ;
LY. 513-01-003 ~ 9,922. SF ~ 8,387, 120 I SMi ~S ZOIOND R-ZO Q ~
Mlc ui:-awL ~ ~ 10 ~ 6,65. 119 ~ d 11NCiS 3 - ~ ? SI ~l' s ~o ~
s~. \ ~ 5,980. ~ I 7,715. S 118 ti/ ~ 117 cg'<J'~ _ ~ Q I S) • t ` 7,362. I ? 1,1 ~ RMANENT HATCHED AREA REPRESENTS Q' m ANOSCAPE ESMT. Q' 4 o. Aa EXISTING RAW TO BE SEAL I I ,
V 27 7,012. s 116 115 ,i= ~ ~ , ABANDONED. 24$4
16,754. I ~ 28 + 8 666. SF t~ ;s54. Sf , 32, _ ___I ~ ?/0 114 I, <; 1, 3 ,296, SF ~ PU @ B + ^ 113
e ~ ,zs4s. s 112 _ ~ 29 I ~ ~i ..11 ~Pq ~ I ~I
n I R 11 N + 6,706. S I 1 11 ~0 m ^ ! r 6,725, S ~ ~ / ~17 5 620, ~ O I 1 1 3 0.~ ~.Q ~ N ~ Iii
~ 17 6.5F m~ N toe I D 6,673. S I ~ m SF RI ~ 5,24 31 ~ J + 6 656. S I 1 109 ~ 1 N~ I 108 - I !
N~ I + ,517. SF OI '4 I 32 r n 7s ~ ~ 8,565. S p 33 r ,517. SF OI 5D' S 8.4 ~ _ ` ` ~ n 7s2a. I 107 RIO I ; ,
N/F O I y ~1 I \ ` 10 550. SF 34 pONNELI AUSTIN I'!'I ~ 13 1 26 25 ~ I I 35 ~ ~ 106 105 ~~OZ' I 7,636. S' ,567. S ~ 104 ~
` 1 8 685. I 0•B. 1201, PC. o4B3 ~ 1 12 7,203. SC I 24 7,992. I d , _ sSD. s , 103 . X07 ~ , , `
LM. 31J-02-007A ~ ~ ~ I ~ ' ,120. S 6,399. S ~ ~ i ~ 8,220. SF P 1 I 46. SF ~ I • / A R-20 14 5,8 / A. zoWNC a ~ 5,s3D. 23 u*~ ~ 36 39 P1", 1 ~ ,533. S I 102 ....~T~T _D ~ A$ - s,5n. s I 101 ~ ~ ~ ~ ~ ~ E o I - ,500. S I 10 ~ ~
RE5 ~oT5-s?1L J 38 vAC / I TRAC15 ~ < 13,436. S F' EY + 7,745. e__ I 1 ,394. S 6,172. SF E , 4 I 5,366. ~ f~H PH + ,483. S 1 99 ~ ~ ASf ~ i III 6,467. S I 9 ~
~ _ I 5~ A$ NAl , I g ~ I _ ~~r' AS ,450. S I 97 ~ ~ _ 7 , III ,43.5 I ~
1 9,829, S% - m ~ 1 2 w L--- - E N88' 1310 E - I 1 0. w , ~ ! _ _ _ ~ / ~ 6,66,5. S I 1 ~ AN ~ .I
15 1 ~ 40 PUBLC R W 4 C R W ~,6 ~ 1 Y94,04 ~ 40 V B 8,52. S I ~ 2 f ~ /B a - ~ 50 ~ l
3 a ~ " x,841, SF 52 10,209. SF _ 22 - A ' wl 37 ~ 8 332. S 11,293. S ~ ~ PU / ~ i ~ Bll ~ \ 10,847. S 1 83 c ~ I ~ s1s.s RW ~ F/ ~ r 2 ' . 84 ~ 93 ~ ~ i ' ;
~ ~ ES ~ ~ ~ ,353. F ~ I - ~ ~ ~ , PUBLIC SERVICE COMPANY OF 16425. SF ~ ~ i 1 I / ~I sn s a s 85 I ~ - ~ ~ ~ 1 ,42 86 I 87 ~ 13,916. SF ~ , I
'0 18 19 NORTH CAROLINA ~ ~ 41 o ~ I 16 II 21 ~ ~ N 51 _ 0 55 0' DwvN. ~r. F ' ~ r PAS ~1 ,3ss. s 88 ~ OPEN S ~ - ~ Ii
20 \ W D.B. J7o, P0.262 y I 17 S 8108. S • W 1,266. SF 8 702 ~ NN 'I / 15,618. 5F 7, F 12,149. SF 0; N P.B. 00, PG. 82 ~ COyPANY OF NOR g, 7,38 LM.31J-Oi-OOdI , 7,908. 11,395. SF ,J ,064, SF a9 08. ~ ,739, SF 6 414. S 90 D'~ A~ '
BO C A I IONOrG PDR-10 (EXEWPI) 1 ? , ' I oaa. sF 91 " ` i . / ~ I ,873. SF I k ~ I I /ice 1 I . ,27,A,.S ~ ~ `
a' ~ I ~ Vi1GiNf PUBIIC U1N.IIY ~ N~ _ _ _ w ~ 50 50 56 81 ; 92 I'
SAYDE HARDING YOUNG 9'02'42"E 8'44'96 S 41'5 "E - 254.72 7,127. 6,481. SF - I ~ ~ ~ . 360,45 i I 7,122 10,17a. \ ~ - - 4,9ss. SF g '10 ,4 E ( j ~ ~ \ _ 7 ~ 71,5
D.& zn, Pc. SO7 I199:7T a 13-OZ-000 293.41 264.23' 37.66' N MARGARET H• WICFALL ~ 1 LM. 3 R-20 I 1 ~ N ~ N/F ~ D.B. 333, PC. 52B ? ~ " I I 1' 80 7 OPEN SPACE MAY BE DEVELOPED I ;I / \ ~ 1 I I I ~ I' ~ ~ N31' „W
Z// L01s-sML ~ I 'N MA HATCH LANNY WILLIAM W,L. OVERBY ,~,T@1 49 T P PERTIES LLC ~ ~ I , 57 50. SF g~g~ N/F DURHAM RO , 49 s,6 79 78 77 76 75 p,e. 2~ez, PG. 411 BY HOMEOWNERS ASSOCIATION, IF
~ ~iRACTS ~ ~ N~ TER TURK W LOLA COVINCTON D.B. 3D7, PG. 38I pF,y{5g4 PAWL sueomsiON ~ e ES MARK FlSHER N BUS ~ D.f. 1100, P0. zee 1 MIL D.B. ,p0, PC. 17 ro ;015 J80-J83 O.B. 1039, PO, 261 LOTS 371-315 A P.B JO, PG. Y I 42 ~ 9,144. SF- 9 834, sF 74 73 THEY SO CHOOSE, TO INCLUDE TOT { F 169. s I I 1 72 71 29'S3'47~'W P,B. 100, Pc. JOB , i 9,144. S- / ~ B 7 7,270. S 7,110. S 8,797. S 6,483. S ,854. S ,540. S 47.97 LN. 314-O1-010-8 LOT, BASKETBALL, ETC. FOR ' s ~
I 0.d 3J3, P0. 2Y6 -C 015 157-104 a1 ;~ARJON PARK 1015 376-J79 PARK T,M. 513-04-001 & 7 041. SF . ~ ~ LOi 13 L ~ PARK SUBDMSION ZONING R-20 i ~ ~ PfARSON PNiK SUBDIVISION 'fl SU6OMSION PEARS , . 3B PO. Y Q ' IIpE PpNA1E AIMD 1„1 \ p ,510. SF I 6,D26. SF 1 I N22'44' "W ZO~NNC R-~ RECREATIONAL PURPOSES, r 58 \ I I 46.~1T co1~ svs/ AsslsTEp lw a 1--3 J
BELMONf 3 1~ P,B. J8, PG Y WO P.B. J8, PG. 9 SIiBDMSIW'14 i,M. 513-02-OOJB N VAC RES/L015-SMM, 1101L79 00 r - ' P.B, i,M. 513-01-027 01Z ip. 315-02-OOJ P.B. J0, PG• L~ L- J 10,011. SF ~ ~I I
r.11.311-05 .313-oz-o034 za11NNC R-2o ~ (rP.~ ~ I 43 48 l R-20 ..1 OANNG R-20 T.M to eE + ZONOlG R-20 ITS-SML iRACiS ~ RES FAW.Y IONWO R-20 RES/SYMrLE FAYLY ~ B 48 ~ ~ N15'S4 ~,"W ~ ; 4 48.48 I
VAC RES/ Lp15'SML TRAC15 ~ RES/ ~0 RE$/$INfrT,E FAMR.Y ~ ~ I 7,284, 9,411. 5f ~ ~ 15 _ " 9,411. Sf 59 ~ B - _ LANE 9 a , ~ ~
'D N/F GEORGE H, EVANS 1
II ~ ~ r 47 I ~ as 1J00, PO. seD 44 ~ J L015 J33-JSY o I 11,81 D. ~ ~ 47 60 - N1r13'oq'w ~ ~ ~ c 51,97 11 BID. SF ~ ~1 ~ I
~ ~ I ~ PEARSON PARK SUBDIVISION Ol 7,358. F L~ P.B. J& PC, 9 W - 12 552. SF ~ 9 - - - ~ 61 62 63 64 6 ~ ~ Z
! - LM. 513-04-00?A . s , D I ,9 ~ o. ,196. SF P N23'17,2~'W i I
ice--' ~ ~ IOMNG R-20 ~ 1 r - I H OVERBY QRI E vAC LoTS-swL TI61C15 ~ ~ 1 ~ - 953' S 43.89 I I
- 2teo 9,589. S 2taoa. sF N88'S907 E GRAPHIC SCALE
N PROPO ED I DEVELOPER HALL EXTE $ ( - ~ 1222.55'
Y POINT RIVE OFFIST AND TIE TO ~ ~ ~ - BA 10o D sa 10o zoo 400 I
EXISTING BA POINT DRIV . N/F MARGAREi 0. JONES I I D.B. 3W, PG. 51 TIE TO i I I LOTS 383-31 ~ 1 1 STUB 1 I~ TIE TO PROPOSED CORAL DR. STREET N/F J.B. PHILYAW TIE TO EXISTING HANSON DRIVE ! STUB PER APPROVED PRELIMINARY p•B• 2J8, ~ ~ ADJACENT TO SOUTHERN PROJECT
PEARSOW PARK SIIBDMSION I } 4 SUBOIV ' ~ I P.& 36, PO.~ Y ~ it (I GARDEI IVISION PLANS FOR GREEN P.B. J62, SUBO LM. 515-OS-007C l! GARDEN SUBDIVISION. owN1r R-2o BOUNDARY.
LM. 513-04 I , Ii t ~F p i (IN FEET) s ~j I'~(j`8 RIy{~IE ~SyTI,(y1~yO'~I[E;R~~1 T M 9,ov~,Iy. ~ 1 inch = 100 ft.
, ~ ~ I ~I ~ 1 IONINO R~ ,o.rre I ~ t 11 ~i $U~D~ ~yD ~,)y.,.1i:1",:lF}7'„•, nl a I~ C II fIIVICI(11J / \ P.
I I I ' - 1-- VAL, rva/ I IiI THEN t THEN THE M WATER LINE TIE MUST BE MADE. y ~
6/14/02__ BQH Designer Scale CAD File JAB 1"=100' DRW-SHT01,DW
F- PER -Cffy RIVIEW Drawn By Date Sheet No.
lon AEM 09/13/01 PRELIMINARY PLAT AND SITE PLAN
eYin9lnc. •9 Surv AD n EL E n ineen Checked By Job No. 1 o f .
RAVEN H 0 ERS ~ 9 .1~ R 15 WITH 0MM m . R EW MM NTS 3 0 H CITY OF DURHAM JAB 200334 F~
175 1 RY F o of 3r cKenan Drive Caryi N. C. -h-N-~- 02 BDH D CITY OF DURHAM t r r !~a 3th REVIEW COMMENTS 3 25 919-469-3340 FAX [phone] E REV. BAY PT. ALIGNMENT ADD STR 7 5 22 02 BDH
I'WrrRM EET

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i
VE OPE & TREE SA ~ ACE STEEP SL OPEN SP N AREA PROPOSED TREE PRESERVATIO
NOTES: P.B, 130, P0. 94 ~ 1 TOTAL AREA AC.) DPEN SPACE TREE SAVE
i.Y.509-01-022 ~ R-q i. ALL WORK SHALL CONFORM TO NCDOT AND CITY OF DURHAM STANDARDS AN ZOiNNG , 1 OARDS AND ~ OF ( AREA (AC.) 11,8% OPEN SPACE PROVIDED: 22.876 NITS AREA
vAC RES/NDYEDwNERS ~ fig;. SPECIFICATIONS. ASSOCNTION 1. MINIMUM OPEN SPACE REQUIRED 5.53 PHASE I 17 10.87 6.09
\ RTLAND DURHAM TRIANGLE l1MITED PARTNERSHIP TUCKER DEVELOPMENT, INC. HEA 1151 EXECUTIVE CIRCLE, SUITE 201A p, 9DEWALKS WITHIN THE NEIGHBORHOOD STREETS ARE PROPOSED PER SECTION NINE PHASE 11 37 10.85 1.45 1,25 SECTION NINE OF p, OPEN SPACE AREAS AND ACREAGES ARE SHOWN ON SHEET 5. , 0.94 0.83
1 \ 524 SECOND AVENUE, SUITE 200 GARY, NC 27511 URHAM ZONING ORDINANCE. TYPICAL NEIGHBORHOOD STREET R.O.W. SHALL BE 50' I! 1 THE D I. SHALL BE 50 IN PHASE IlI 69 15.73 .45 8.48 7.61 T, CURB AND 3. STEEP SLOPES AREAS, WHERE THE GRADES EXCEED 25%, COMPRISE LESS THAN TOTAL PROVIDED: 37
SEATTLE, WA 98104 919 319-5554 WIDTH. SEE TYPICAL ROAD CROSS SECTIONS ON SHEET 3 FOR PAVEMENT, CURB AN i \ , ( ) ~ V (206) 682-•2500 4.43 7.46 10,000 SF AND ARE NOT SHOWN ON THESE PLANS. TOTAL REQUIRED:
\ PRESIDENT CONTACT: JAMES TUCKER SIDEWALK WIDTHS.
fi i \ STEVE WALKER, ~ \ 1 3. DURHAM STREAM BUFFERS ARE SHOWN ON PLAN. GE REQUIRED: 7.4fi ACRES (20%) 4. TREE COVERA
a ~ \ UM LOT AREA REQUIRED = 4,000 SF O; ' I a~,\ \ MIMIM F AVERAGE LOT AREA PROVDED - 8320 SF E PROVIDED: 8.48 ACRES (22%) ! TREE COVERAG
LUT AREA PROVDED 4510 S 4. DUAL WATERLINE FEED IS REQUIRED FOR 100 UNITS OR MORE. I ~'Oa\ I MINIMUM DEVELOP1dENT PHASE PRELAtINARY SITE PLAN
G ~ \ AN GROWTH AREA. y0 ~ ~ ~ \ 5. PROJECT WITHIN URB NUMBER LOT NUMBERS
CURRENT ZONING; POR 10 -DENSITY 3 - 6 UNITS/ACRE 1 ~ 1 ALCULATIONS: S SURFACE ~ i-11 27-29 121 123 MPERVIOU PHASE I
~ 1 6, MINIMUM BUILDING SETBACK: a 1 ~ H G; CAPE FEAR RIVER (TRIBUTARY TO THIRD FORK CREEK) W WATERS E FRONT; 10 TOTAL IMPERVIOUS SURFACE AREA - 11.0 AC (29,4%) PHASE Il 12-28 3D-38 1D8-120 ~
~ I ~ 6' I ~ CORNER; - .5 AC 149,000 eq. ft.) PHASE llI 39-107 ' STREETS 3 51DEWALKS - 0,5 AC (20,800 sq, ft,)
~ 1 ~ ` 6' 1 ~ CURRENT LAND USE: VACANT SIDE:
1 ~ REAR; 8' -1 ~ SINGLE FAMILY HOMES (AVERAGE) - 7.0 AC (302,580 sq. it.)
1 ~ ~ 0 05ED LAND USE; 51NGLE FAMILY RESIDENTIAL PERIMETER : 25' ~ ~1 PR P 10' ~ STREAM BUFFERS & WETLANDS: 2,460 sgft/HOME
BUILDING (48X40) m 1,920 SF 8, DRIVEWAY (12X30) 6 380 SF
UGA; WITHIN URBAN GROWTH AREA 7, WETLAND AREA AND CHANNELS AREA SHOWN & LABELED ON SHEET 8, 1 PATIO (10X10) = 100 5F
I 1 11111dEEB: PIN N MBER• .PROPERTY DOES NOT LIE WITHIN A FLOOOPLA+N OR FLOODWAY PER FIRM MAP FIRM MAP WALKS (4XZ0) = 80 SF
~ - 78 8 F BRUARY 1 199fi. 513-01-0['6, 0729-01-37 76 3706300158, PANELS 158 OF 280 DATED E ,
~ 0729-02-57-3271 m \ 514-05-GLIB, S: COMMENT NOTE OFFER IS P L A N N I N G NRBED STREAM B
-02-57-6414 9. CITY OF DURHAM STREAM BUFFERS; 50 FOOT OR 3D FOOT WIDE UNDISTURBED STREAM Bl \ ~ 514-05-OU9, 0729 PROVIDED EACH SIDE OF STREAM, MEASURED FROM THE TOP OF THE BANK, NO CLEARING OR NO CLEARING OR F ENGINEERS WETLAND PERMITS FOR AREAS TO BE DISTURBED
\ 514-05-016, (PORTION) 0729-02-56-5466 THER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETAL 1. GRADING 0 ' EXISTING VEGETATION 1, U,S. ARMY CORPS 0 SHALL BE PROVIDED PRIOR TO THE ISSUANCE OF DISTURBANCE PERMITS FOR THE
\ SHALL BE PERMITTED WITHIN THE STREAM BUFFERS, SUBJECT AREAS.
1 ~ u \ INC, \ i t0 10, TREE DISTURBANCE SURVEY ON SHEET 5 BY BLANCHARD LAND SURVEYING, ZVEYING, INC, S SHALL BE
\ DENOTES OPEN SPACE AREAS 2. FINAL GRADING PLANS INCLUDING TREE PROTECTION FENCE LOCATION PROVIDED TO THE DURHAM PLANNING DEPARTMENT FOR REVIEW PRIOR TO THE ISSUANCE
\ \ URVEY ON SHEET 5 BY KENNETH CLOSE, INC. \ 11. TREE PRESERVATION S OF THE 20NING COMPLIANCE FORM FOR LAND DISTURBING PERMITS.
12. THE CENTERLINE OF 30' WIDE CITY OF DURHAM SANITARY SEWER EASEMENTS ARE ~ r SEMENTS ARE
N I0 1 SUBJECT TO TERMS STATED IN THE DECLARATION IN REAL ESTATE BOOK 1510, PAGE 1510, PAGE
fa \ TRUCTIONS PERMITTED WITHIN \ 958, NO STRUCTURES, FILL, EMBANKMENTS, TREE OR 08S ~11TTED WITHIN
\ ~ THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
\ 13, ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF DURHAM STANDARDS. I~ i' ' Vd STANDARDS.
i F DURHAM ALL WATER AND SANITARY SEWER SHALL f SEWER SHALL
14, ONCE ACCEPTED BY THE CITY 0 ! ~ BE DEDICATED AS PUBLIC.

HOWN ARE TYPICAL. FINAL EASEMENT LOCATIONS SHALL BE ' ' ~ ,I " °I 15, DRAINAGE EASEMENTS S (IONS SHALL BE
REVIEWED AND APPROVED WITH FINAL GRADING PLANS,
I N DF SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHA / 16, THE LOCATO A CITY OF DURHAM
N F NEW COOK NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. STRUCTION. DURHAM ENGINEERING
/ RSHIP ~ AND/OR E CONTACT THE CITY OF DURHAM ENGINEEI PARTNE .2J ° I \ ~ AFTER OBTAINING THE REQUIRED PERMITS, PLEAS UCTION CONFERENCE D.B. iJl9, PG ~I ~TION CONFERENCE
p,B, 31 PG. 109 \ I CONSTRUCTION INSPECTIONS OFFICE AT 560 4325 FOR APRE-CONST AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. LY.51a-of-D11 ! /
ZONING R-20 \ RES/Sf11GLE FANRY ~ ~
~ \
, \
1 ; ~ \
".0 ' i
• ~ /
i i
ED / ~ LEFT TURN LANE TO BE CONSTRUCT
I' ~ ~ WITH PHASE I CONSTRUCTION.
MINIMUM 100 STORAGE) 5
115,988. S 1 10,104.
i
3
- 6 ~ 8,312. SF
'f ~ ~ /
BROWN ST. ;~ml~~ 6,312. sF, 4 , f ~ ~ ~ 2 CITY Of DURHAM 25' SAN \ M NT DURHAM 25' SANITARY
~ w SEWER EASE E 8,894. S ~ \ ~ \ P.B. 145, PG. 39 EWER EASEMENT '.B. 145, PG. 39 ,
7 ~ ~ 1 ~ ~ SAN. SEWER I ~ EXIST. r AN. SEWER
5 / 9,995. ~ e,z12. F EASEMENT TO BE IT TO BE , NITARY I 1ED, t CITY OF DURHAM 25 SA
~ ~ ~ NOONED, A ~ ~ (>>o, ABA G ~ ~?B, p~e<~ • SEWER EASEMENT
~I I' F N 8 ~ ~ i ~ P.B. 145, PG, 39 ~ ' IS' ~
AU.EN ~ , 1 ii ~ u 'A 172, 0.B. JOT, PC. JO9 15,981, 5y' 9, 122 \ Q J I l0i 14 ~EXLST. 30 WIDE DRAINAGE EASEMENT
BEtYONi p~ Z ~ 8,419, JO' A R o ~ g Q 121 \ 1 ~NO~ LI N ' ~ r~..~ SUBDM14SpN N i , I ~ 7 ~ PB 130 PG 84) N+N"~+s ( DA '''M, ~ t{ Rp
P.0. Ji, PG. 109 _ ~ 8,387, O ~ AMT S iY. 513-01-005 ~ I 9,922. SF 12 ~ I SI 0
roNNrIDD R-20 Q 10 ' 365. 119 \ we wrs-s1+L ~ ~ ~ e, .r ~ E ~ SENTS ~ ~
J 5 980. ~ I 15, S 11 S s~\ ~ Q" 77 , 117 cg'~f s7T. _ ' - o, 30' PERMANENT HATCHED AREA REPRE Q ESML L a ~ ANDSCAPE EXISTING R/W TO BE SEA 0
~+N7; , 7,382. I ? rl~'/1 1 ~ 116 ABANDONED. 23464
'i' 27 , 7,012. I 115 ~ r \ J 6,754. S I yQ L . SF 9
7,654, SF 28 J2, J ~ e,666 ?~0 114 113 3 ,296, SF 5O pUgB~B ~drjn 12,546.5 112 I _ ~ ~p ~ _ ~ p,
~ 4, ~ ~ 29 C R/ly /0 16,706. s I 111 H m ~ 6,725. S 110 N I
aD S 1 P S ^ r ~ ~ 7', $ 1 17 8. SF Q1 r? ,6 . 1 RI 1 oe 5 24 , SF ~ ? 6 656. S I )9 ' Iq 108 1~
31 1 ~ry~ I 1 32 I"_ _ .517. SF ~I 7,624. S q s - SF SO S<TIO 8,1 ~ _ ~ , 7 sea. s 107 K41
8,565. - ~ t 33 r ' ~ \ N/F p 1 26 ~ ,0,550. SF I I 34 35 ~ ' ' 106 105 ~ ~ 7,636.5 ,567. S , 104 ~
pONNEIL AUSTIN ,13 I 25 i 24 \ \ fis65. F I I / 7 Y ,550. S 1 103 102 EAI}}7T. lAT ` ~ ~ ~
D.& 1281, PC. 0485 t 2 ,203. S 7,992. 6,220. SF ~ I P - -o07A ~ ,120. S 6,399. S ~ \ I \ I HAS i.Y. 513 a¢ C7 5,848. SF / 36 P ~ • ,533. S I ...._TD°bE HA$ ~ _ 6,5,7. S , 101 ~ ~ i ~ 11 . _ 100 _ E - ,500. s , 99
ZOIBNG R-20 ~ 14 5,530. 23 ~ 38 39 y,~ R~/ L015-5YL 13,436. S ~ Pydc~+ ,463. S 1 ~ \ ~ •vG 467. S I 9 ~
~ 7745 f-- I I P 1 ,394. 6,172. SF P TRACrs C. E EY 4 5,366. 53 HA 1 5.~1 ~ L I _ 111 111 - 97 ~ , ~ ,450. S I ~ ~ ~ 111 _ ,a3 . s I 96 ~
5 ~ ,i ~ 9,829. S~- - 0? - N88' 1310E ~ I 1, - - _ N - 1 6,6~. 5 I ~ ~ - AN 95 I ~I /,085. S / \
~ 1 ~ 40' PUBLC R W LC R W a6 ~ 1 292,04' i 40 15 r, a a1 sF 52 _ 32 852. \ V e 82 so'
~ 22 s,6 , 10,209. SF' 7 _ O 11 293. S ~ PUB ~ ~ 10 841. SF ~ ~ r ~ u ~ \ ' ~ s,21s, s 83 C R w , ~
r ~ 3 1 - \ 8,332. ~ . D: ~ \ ,353. F OMPANY OF 6425. SF ~ \ _ ~ 84 K _ 93 ~ ~ 1 ,sn sF ~ 85 ,426. S S6 , - 13,916. SF ~
ERVICE C 1 u; PUBLICS ~ ~ ~ ~ I 1 ouNA ~ . 41 'y' ;i a 18 19 NORTH CAR o .I 1 55 1 0' DAMN. 87 ' , r - OPEN SPAG~ ,366. SF ,064, SF 88 I
JN 5 co I 21 /i 16 Iii 2Q \ ~ W D.B. J70, PG. 262 ~ W 1,266. SF 17 8106, s ~ 8,702.5 I U P.B. 68, PG. 62 COMPANY OF NOR \ 7,908. 11,395. SF J ,739, SF 69 Q,/O Ari.- j s,a1a. s 90 91 w
/ 15,618, SF 7,387. F 12,149. SF • N LY. 51J-Oi-OOBA ~ C ' 808 9rG PDR-10 (p(EYPTJ ?o __?~j1 w Q \ i - 1 ABB. S 41 g \ I I ,873; SF I 229..S ~6 ~ I
I I I I ~ VACANi PUBLIC UDLRY ~ ~ 81 _ ' ~ , 56 _ I 92 380,43 ,
72' ~ 50 N/F NC - S ,41,5 .E - 254 L 7,127. 6 481. SF ~ ~ J " 7. 10,176. ~ ~ - - - _ 4,98 . SF 8''101,4 E hi y
SAYDE HARDING YOU 9'02'42 E 88'44 56 o.a 277, Pc. 007 284.23' 37.88' 1 .77 N F MARGARET H. WIGFALL D' 1 80 ' I I ~ ~ ~ r N31' "W OPEN SPACE MAY BE DEVELOPED I
r,Y. 513-02-ooa 1 253,41 ~ 99 ~ N/F / IoN9aC R-10 ~ N~ WILLIAM W.L, OVERBY D'B' 528 V ~ I 1 T N F DURFIAM PROPERTIES, LLC 57 0, 85.62 / BY HOMEOWNERS ASSOCIATION, IF 49 A x,650. SF 79 78 77 76 75 74 ' 73
1 ~ MAE HATCH LANNY LOTS J59-364 - 49 VAC RES LOTS-suL ' N/F ~ SPER TURK D7 LOIA 1 PG. 288 COVINGTON D.B. 307, PR 391 PEARSON PARK SUBDA'~ 8 42 • m 6,144. SF T~ACiS BU D.a 190, -J75 0: PG. 9 1 ' 3'4 'W o.9. ~~s2, Pc. 411 THEY SO CHOOSE, TO INCLUDE TOT 9,834. SF 72 7 29 3 ~ P.& 100, Pc, JOB x,144. SF ~ G9 7,270. S 7,110. S 8,797. S 6,483. S ,169. S I ,854. S I ,540. S I 47,97 r.a. s14-o1-olo-e LOT, BASKETBALL, ETC. FOR ~ ~ / ~ ,510. SF 16,026. SF
MARK FISHER IV ^q i 1039, PG. 291 Lois 371 P.& 3d I 1 1 ~ MILES ~ 0.B, ,p1p, PC. 17 1015 390-JBJ D.B 76-J79 PEARSON PARK 0 T.Y. 515-Oh001 1 7041. SF ~ DJ?. J33, PG. 2 LOT5 457-464 Qj PEARSON PARK LO1S 3 SUBDMSION ZONING R-10 58 ~ o I I I I N22'44' "w toNS4c R-2o ~ RECREATIONAL PURP05ES. ..Z ~ 4B,5Z' CoMM SVS/ ASSISTED l
LDi 4S pE,1RSON PARK Q py,,p>E AQ10 C"'"2 ~ I PARK SUBDA'1510N PFARSQN PARK SUBOA'1510N '9 SUBDIWSIONA ~ P.B. J8, PG. 9 ~ VAC RES/101S-91rX iRAC15 00' NpE~~ t - I '''I J L J ~ ~ 10,011. SF , 5
~ 31. PC. 109 P.B. J8, PC. 9 GIO P.B. 38, PG T.Y. 515-01-027 Of`Z T.Y. 515-02-003 P.B, J6, PG. 4 r 2 5q~ R-20~ 0 ((P,0. yY, Po. ns ~ I 43 ~ 48 -009 .515-02-003A ~ TD ~ i,Y. 514-05 IO~NG R-20 -1 ZONING R-20 i,M Ni 48 ~
ZONING R-10 ~ is-S1N 1RAC15 'p RES FAINLY ZONING R-20 RES/SINGLE FAMM.Y ~ ~ ~I 1 ,264. S 9,411. SF - 1RAC15 VAC RES/ y0 O / FAl11lY ~ VAC REST L015 SML G)~ / RES/SINGLE - _ 9,411. SF 59 Y , B _ 09 _ _ LANE -
~ 15 ~ ~o` N GEORGE H. ENANS ` / 9,608. SF - ~
.,.ill ~ ~ ~ ~ 47 _ J ~ I ae. 1300, PC. 69D 44 ~ 47 60 ~ s1,e74
' ~ . ~ LOTS J53-J59 I O I 11,8,10. SF ~ I L PEARSON PARK SI/BpINSION W I._-.- 7,358 ~F 11810. SF ~ 12552. SF ~'J $ 69 70 ~ _ - ~ 61 62 3
.r- - - 6 I ,9 1 0. ,Bi2°5 ,196. SF 'A •1T2 "W I a;~3s- s sas--s . s , o . N2343.89
I .r' - ~ i~ ZOIrING R-10~ - - ~ OVERBY DRIVE • vAC 11~/ Lors-sw. TIbIC15 ~ ~ ~
/ 9,589. S 21,808. SF i 21,808. SF GRAPHIC SCALE N88'S9 07"E
PROPOED ~ DEVELOPER HALL EXTEN / - ~ 1222.55' ~
TNT RIVE OFFIST AND 11E TO I I - - BAY PO 1oa o 50 100 ~w N F J.B. PHILYAW TIE TO EXISTING HANSON DRIVE
T DRN N/F MARGARET 0, JONES ~ III Ii EXISTING BA POIN ~ p,B, ,ip,J, Pc. 51 ' TiE TO PROF ROP05ED CORAL DR. STREET / TIE TOP D.B. 1JS, Pc. 244 ADJACENT TO SOUTHERN PROJECT STUB PER APPROVED PRELIMINARY PB J62 PC 98
i Y L015 393-51 I I Ii STUB PER A .J' I I PEARS014 PARK SUBDNISION i I SUBDIVISION P.~ JQ PC. 9 I yI I GARDEN SUE SUBDIVISION PLANS FOR GREEN r.u. 515-oroo7c BOUNDARY.
~I I i.Y. 515-04-002 ~ ! ~ p 1 I I I ION91O R-20 1 ~ lI I~I ~D GARDEN SUBDIVISION. zoNMio R-zo (IN FEET ) Cp R E R 1AGWr ~ ~ 100 ft. Q N AT T IM ~ 1 inch
VAC RE5/ LOTS-5ML TRACTS I ! UUBD 81VI510N R, I RINBA PI E U ,
I ~ ~ , I ~ I ~ I ~ - - 1 ,III fi ~ THEN THE N ~ THEN THE WATER UNE TIE MUST BE MADE.
I I 11 , I r... I
I De5i9ner Scale CAD File JAB 1"=100' DRW-SHTOI.DW
4/02 H pff-m "ascr n;lnn Dnta - - Drawn BY Date Sheet No.
AEM 09/13/01
BALYL POINTE PRELIMINARY PLAT AND SITE PLAN Checked B Job No. Y 200334 of
ing, Inc. n , 5 0 •neerl9 Surv eY JA S ~ RAVENEI En 9l a R I'll oMM M IHER WI DI R 11Y C~ I I OF DURHA JAB .
• N.C• 27511 c
JVM Q QCK811pn CI7VB Cary 5 02 919-469-3340 fAX 11 IN 919-467-6008 E REVBAY 5'_2 02