20120387 Ver 2_Modifications_20130502

1� -o38e) Ua,
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: Ms. Karen Higgins
DWQ- WeSCAPe
512 N. Salisbury Street, 9`h Floor
Raleigh, NC 27604
We Transmit to you Herewith:
® Drawings
❑ Specifications
❑ Brochures or photos
® Correspondence
❑ As per your request
Transmittal
Project #: 11837.P6 Date: 5/1/2013
Project Name: 526 Oakland Drive
File:
❑ For your information and files
® For comment or approval
® Returned for correction, resubmit
❑ Approved as noted
Undef separfAe
❑
GONW:
By mail
®
By courier
❑
By express
No. Copies
Document No.
Date
Description
3
N/A
5/1/2013
Major Variance- Revised Plans
Remarks:
If enclosures are not as listed as above, kindly notify us at once.
By: Bob Zarzecki/kdu
cc:
11A ULq [A
MAY 2 2013
NR - WA UAUn

13, -038 uz
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh. North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
S &EC Project No. 11837
May 1, 2013
To: Ms. Karen Higgins
NCDENR — DWQ WeSCAPe
Archdale Building
512 N. Salisbury Street, 9'h Floor INR Raleigh, NC 27604 �Re: 526 Oakland Drive Major Variance — Revised Plans AY 2 2013
DWQ Project No. 20124HBq -O3 g
Dear Ms. Higgins: &�rufi
John & Lindsay Bayer received a major variance approval in July 2012 (DWQ # 2012 - 0387).
Attached is a copy of the variance approval along with the approved plan. We discussed
potential plan changes with your office in October, November and December of 2012, and again
more recently in April 2013. The Bayers have been working with their architect and builder to
finalize the plans. Modifications were required to remain in compliance with flood plain
regulations. Attached is the final plan that they intend to submit to the City for approval.
They had to install a retaining wall, within the approved limits, to keep the grading and house
outside of the floodway. This in turn pulled the impacts back further from the stream and
reduced overall impacts to Zone 1 of the buffer. Some additional grading within Zone 2
(otherwise exempt) was required as well. However, the house and clearing have been pulled
further away from the creek. The amount of impervious surface within the total buffer has been
reduced by 390 square feet (135 sf less in Zone 1 and 255 sf less in Zone 2). See attached impact
table.
The Bayers again request that the DWQ consider approving the variance with the use of only
rain barrels. After reviewing the meeting summary notes (attached) this appears to have been
discussed as an option and is all that was proposed by the Bayers within their application. It is
also in concert with some other recently approved variances, such as the one issued for Mr. &
Mrs. Keech in September 2012 and Mr. Bell in November 2011. The Bayers do not wish to go
back in front of the WQC, so if this is not acceptable to the DWQ then they request the approval
be conditioned such that a stormwater management plan that uses the modified rain garden as
discussed with Ms. Annette Lucas on December 5, 2012 and summarized in an email from her
on December 6, 2012, be approved by DWQ prior to impacts. An area outside of the buffers has
been set aside for this purpose if required.
Since the final plan involves less total impervious surface within the buffer and less Zone 1
impacts than the plan approved by the WQC, our understanding is that DWQ could revise the
526 Oakland Drive Variance Changes
May 1, 2013
Page 1 of 2

variance approval without the need to go back to the WQC. We request the variance approval be
revised to reflect these final plans, and conditioned such that mitigation is provided prior to
impacts.
Please don't hesitate to let me know if you require any additional information.
Sincerely,
Soil & Environmental Consultants, PA
i 1 Digitally signed by Robert Zarzecki
' cb Zarzecki, c , P
A ou= Wetlands Department Robert Zarzeck*
em ail=zarz ec ki@san dec.om, c=US
Date: 2013.05.01 1530:19 - 04'00'
Bob Zarzecki
Wetlands Department Manager
Attachments: July 2012 WQC Meeting Agenda
July 2012 WQC Meeting Summary
DWQ Variance Approval Letter July 18, 2012
Approved Plan
Proposed Plan
Plot Plans w/ Highlighted Impact Changes
Impact Table
526 Oakland Drive Variance Changes
May 1, 2013
Page 2 of 2

ENVIRONMENTAL MANAGEMENT COMMISSION
WATER QUALITY COMMITTEE MEETING AGENDA
July 11, 2012
Archdale Building- Ground Floor Hearing Room
1:00 PM — 3:00 PM
General Statute § 138A -15 mandates that the Chairman inquire as to whether any member knows of
any known conflict of interest or appearance of conflict with respect to matters before the
Environmental Management Commission's Water Quality Committee. If any member knows of a
conflict of interest or appearance of conflict, please so state at this time.
1:00 PM- Opening Comment Chairman Peterson
1. Request to Proceed to the Environmental Management Commission (EMC) with Falls Lake
watershed and Jordan Lake watershed State and Federal Stormwater Nutrient Accounting
Tools and Baseline Loads for Falls Lake watershed — (Action Item) (John Huisman)
The Falls and Jordan Lake watershed stormwater rules for state & federal entities, 15A NCAC 2B
.0281 and 15A NCAC 2B .027 1, respectively, call on the Division of Water Quality (DWQ) to
submit a nutrient accounting framework to the EMC for approval. The framework includes a tool
that will allow subject parties to account for loading from new and existing developed lands and
loading changes due to BMP implementation. DWQ proposes to use the Falls Lake and Jordan Lake
Stormwater Accounting Tool approved by the EMC in March 2011 for non -DOT state and federal
entities and a modified version of the tool developed through a collaboration with NCDOT and North
Carolina State University for use on NCDOT development. As a part of the accounting framework,
the Falls Lake watershed stormwater rule also requires the development of baseline nutrient loads for
NCDOT roadways and industrial facilities using stormwater runoff nutrient load characterization data
collected through the NPDES Research Program under NCS0000250 Permit Part II Section G. In
accordance with these requirements, the NCDWQ and NCDOT developed an approach for
calculating baseline nutrient loads for NCDOT in the Falls Lake watershed. The approach is based on
existing data and models used to develop the Falls Lake watershed rules. DWQ requests to proceed
to the EMC Falls Lake watershed and Jordan Lake watershed State and Federal Stormwater Nutrient
Accounting Tools and Baseline Loads for Falls Lake watershed. (Attachments enclosed: Falls Lake
and Jordan Lake State & Federal Stormwater Nutrient Accounting Tools and Baseline Loads and
Powerpoint Presentation)
2. Request for a Major Variance from the Neuse River Riparian Area Protection Rules for a
single family residence to Lindsay Veit and John Bayer at 526 Oakland Drive in Raleigh. NC -
(Action Item) (Amy Chapman)
A request has been received for the Water Quality Committee (WQC) to grant a Major Variance from
the Neuse River Riparian Area Protection Rules (15A NCAC 2B .0233) to Lindsay Veit and John
Bayer for a single family residence at 526 Oakland Drive (Lots 3 D.L. Jordan Subdivision), in
Raleigh, NC. Due to the size of the property and the presence of Big Branch creek running through
the property, the proposed residence and home will need to encroach into Zone one and Zone two of

the buffers. The applicant is proposing mitigation and use of rain barrels /cisterns to offset the
proposed buffer impacts. DWQ supports this major variance request. However, DWQ recognizes
that the applicant does not comply with the evaluation criteria 15A NCAC 02B .0233(9)(a)(i)(E),
since the owner purchased the property after the effective date of the rule. (Attachments enclosed:
Variance Application, DWQ Findings of Fact, and PowerPoint Presentation)
3. Request for a Maior Variance from the Neuse River Riparian Area Protection Rules for the
Laura Duncan Parkway Townhomes to Mr. Dess Langdon of R.L. Properties at 2580 Laura
Duncan Road. in Cary. NC - (Action Item) (Amy Chapman)
A request has been received for the WQC to grant a Major Variance from the Neuse River Riparian
Area Protection Rules (15A NCAC 2B .0233) to Mr. Dess Langdon of R.L. Properties for the Laura
Duncan Parkway Townhomes at 2580 Laura Duncan Road in Cary, NC. Due to size of the property,
Town of Cary setbacks, and the amount of buffer on this property, the applicant will need to impact
Zone one and Zone two of the buffers. The applicant is proposing mitigation and bioretention to
offset the proposed buffer impacts. DWQ staff supports this major variance request. However, DWQ
recognizes that the applicant does not comply with the evaluation criteria 15A NCAC 02B
0233(9)(a)(i)(E), since the owner purchased the property after the effective date of the rule.
(Attachments enclosed: Variance Application, DWQ Findings of Fact, and PowerPoint Presentation)
Closing comments — Chairman Peterson
This agenda is available on the internet at http: // portal .ncdenr.org /web /emc /July - 11 -wqc

ENVIRONMENTAL MANAGEMENT COMMISSION
WATER QUALITY COMMITTEE MEETING SUMMARY
Archdale Building - Ground Floor Hearing Room
July 11, 2012
BRIEF
At the July 11, 2012 meeting of the Environmental Management Commission (EMC) Water
Quality Committee (WQC), the WQC:
• approved sending the Falls Lake watershed and Jordan Lake watershed State and Federal
Stormwater Nutrient Accounting Tools and Baseline Loads for existing NCDOT development for
the Falls Lake watershed to the EMC.
• approved a major variance request from the Neuse River Riparian Area Protection Rules
for a single family property at 526 Oakland Drive in Raleigh, NC.
• denied a major variance request from the Neuse River Riparian Area Protection Rules
for Laura Duncan Parkway Townhomes at 2580 Laura Duncan Road in Cary, NC.
WQC Members in Attendance:
Dr. Charles H. Peterson (Chairman)
Ms. Amy Pickle
Mr. Tom Ellis
Mr. Kevin Martin
Mr. Steve Tedder
Mr. Stephen Smith
Dr. Ernest Larkin
Mr. William Les Hall, Jr
WQC Members Not in Attendance:
Mr. Jeffrey Morse
Mr. Dickson Phillips III
Others Present:
Mr. Chuck Wakild, DWQ Director
Mr. Ted Bush, DWQ Deputy Director
Mr. Frank Crawley, Attorney General Office
General Statute § 138A -15 mandates that the Chairman inquire as to whether any member knows of
any known conflict of interest or appearance of conflict with respect to matters before the
Environmental Management Commission's Water Quality Committee. Mr. Martin recused himself
from render a decision on action items No. 2 and 3 on the July 11, 2012 WQC agenda.

1. Request to Proceed to the Environmental Management Commission (EMC) with Falls Lake
watershed and Jordan Lake watershed State and Federal Stormwater Nutrient Accounting
Tools and Baseline Loads for Falls Lake watershed — (Action Item) (John Huisman)
Description
The Falls and Jordan Lake watershed stormwater rules for state & federal entities, 15A NCAC 2B
.0281 and 15A NCAC 2B .027 1, respectively, call on the Division of Water Quality (DWQ) to
submit a nutrient accounting framework to the EMC for approval. The framework includes a tool
that will allow subject parties to account for loading from new and existing developed lands and
loading changes due to BMP implementation. DWQ proposes to use the Falls Lake and Jordan Lake
Stormwater Accounting Tool approved by the EMC in March 2011 for non -DOT state and federal
entities and a modified version of the tool developed through a collaboration with NCDOT and North
Carolina State University for use on NCDOT development. As a part of the accounting framework,
the Falls Lake watershed stormwater rule also requires the development of baseline nutrient loads for
NCDOT roadways and industrial facilities using stormwater runoff nutrient load characterization data
collected through the NPDES Research Program under NCS0000250 Permit Part II Section G. In
accordance with these requirements, the NCDWQ and NCDOT developed an approach for
calculating baseline nutrient loads for NCDOT in the Falls Lake watershed. The approach is based on
existing data and models used to develop the Falls Lake watershed rules. DWQ requested to proceed
to the EMC with the Falls Lake watershed and Jordan Lake watershed State and Federal Stormwater
Nutrient Accounting Tools and Baseline Loads for existing NCDOT development for the Falls Lake
watershed.
Discussion
Chairman Peterson asked whether NCDOT impervious surfaces with higher loading of toxic or
nutrient related substances in surface water are considered in the development of the NCDOT model.
DWQ staff said yes. Chairman Peterson also asked whether spatial land use information is included
in the stormwater accounting tool and how. Staff explained that the tool is used to calculate the
effluent runoff from a development site to the edge of that site and does not capture loss from site to
the surface waterbody. Ms. Pickle asked if the fixed BMP effluent concentrations varied overtime to
consider operation of maintenance issues or do they represent what is expected from accepted BPMs.
Motion
Ms. Pickle made a motion to move the Falls Lake watershed and Jordan Lake watershed State and
Federal Stormwater Nutrient Accounting Tools and Baseline Loads for existing NCDOT
development for the Falls Lake watershed to the EMC. Mr. Ellis seconded the motion and the WQC
passed it.
2. Request for a Maior Variance from the Neuse River Riparian Area Protection Rules for a
single family residence to Lindsay Veit and John Bayer at 526 Oakland Drive in Raleigh. NC -
(Action Item) (Amy Chapman)
Description
A request has been received for the Water Quality Committee (WQC) to grant a Major Variance from
the Neuse River Riparian Area Protection Rules (15A NCAC 2B .0233) to Lindsay Veit and John
Bayer for a single family residence at 526 Oakland Drive (Lots 3 D.L. Jordan Subdivision), in

Raleigh, NC. Due to the size of the property and the presence of Big Branch creek running through
the property, the proposed residence and home will need to encroach into Zone one and Zone two of
the buffers. The applicant is proposing mitigation and use of rain barrels /cisterns to offset the
proposed buffer impacts. DWQ supports this major variance request. However, DWQ recognizes
that the applicant does not comply with the evaluation criteria 15A NCAC 02B .0233(9)(a)(i)(E),
since the owner purchased the property after the effective date of the rule.
Discussion
Mr. Ellis asked how much water from the property would the rain barrels collect. Staff said that
without having seen the final stormwater plan for the property it did not know. Mr. Hall wanted to
was there room at the property to do bioretention. Staff said yes.
Motion
Mr. Tedder made a motion to approve DWQ staff's recommendations. Dr. Larkin second the motion
and the WQC passed it.
3. Request for a Maior Variance from the Neuse River Riparian Area Protection Rules for the
Laura Duncan Parkway Townhomes to Mr. Dess Landon of R.L. Properties at 2580 Laura
Duncan Road, in Cary. NC - (Action Item) (Amy Chapman)
Description
A request has been received for the WQC to grant a Major Variance from the Neuse River Riparian
Area Protection Rules (15A NCAC 2B .0233) to Mr. Dess Langdon of R.L. Properties for the Laura
Duncan Parkway Townhomes at 2580 Laura Duncan Road in Cary, NC. Due to size of the property,
Town of Cary setbacks, and the amount of buffer on this property, the applicant will need to impact
Zone one and Zone two of the buffers. The applicant is proposing mitigation and bioretention to
offset the proposed buffer impacts. DWQ staff supports this major variance request. However, DWQ
recognizes that the applicant does not comply with the evaluation criteria 15A NCAC 02B
0233(9)(a)(i)(E), since the owner purchased the property after the effective date of the rule.
Discussion
Dr. Larkin wanted to deny the variance based on the dumpster needing to be removed from the buffer
entirely and to make the applicant pursue other remedies such as a variance from the Town of Cary's
buffer setbacks. The applicant would be welcome to come back after he had done those two things.
Motion
Dr. Larkin made a motion to deny the major variance request based on his discussion above. Ms.
Pickle seconded the motion and the WQC passed it.
This summary was prepared by Adriene Weaver, John Huisman, and Amy Chapman in August 2012.

KAr
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 18, 2012
Ms. Lindsay Veit 8t Mr. John Bayer
712 Tucker Street, Apt 450
Raleigh, NC 27603
Subject Property: 526 Oaldand Drive, Raleigh, NC
Dee Freeman
Secret".
DWQ Project # 2012 -0387
._ Wake County
JUL 2 3 2012
Authorization of Neuse River Riparian Buffer Protection Rules Major Variance [15A NCAC
2B .0233(9)(c)]
Dear Ms. Veit and Mr. Bayer:
You have our authorization, in accordance with the conditions listed below, to impact
approximately 1,740 square feet (if) of Zone 1 of the protected buffers and 1,548 square feet
(if) of Zone 2 of the protected buffers to construct the single - family home at the subject property
as described within your variance request dated April 18, 2012 and received by the Division of
Water Quality (DWQ) on April 19, 2012, with additional information received by DWQ on April
30, 2012 and May 31, 2012. This letter shall act as your Major Variance authorization as
described within 15A NCAC 2B .0233(9xc). In addition to this authorization, you should obtain
or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control regulations.
This authorization is for the purpose and design that you described in your application approved
by the Water Quality Committee of the Environmental Management Commission on July 11,
2012. If you change your project, you must notify DWQ and you may be required to send us a
new application. If the property is sold, the new owner(s) must be given a copy of this variance
authorization and is thereby responsible for complying with all conditions. This authorization
requires you to follow any conditions listed below. This authorization shall expire five years
from the date of this authorization.
The Additional Conditions of the Certification are:
1. No Additional Zone 1 Impacts
No additional impacts (except for "exempt" uses as identified within 15A NCAC 2B
.0233 and what is approved in this authorization) shall occur to Zone 1 of the protected
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Veit and Bayer
Page 2 of 5
July 18, 2012
riparian buffers unless otherwise approved by the DWQ. No impervious surfaces shall be
added to Zone 1, unless otherwise approved by the DWQ.
2. Buffer Mitigation (EEP)
You are required to mitigate for impacts to the protected riparian buffers. The required
area of mitigation to compensate for 1,740 square feet of impacts to Zone 1 and 1,548
square feet of impacts to Zone 2 of the protected riparian buffers is 7,542 square feet as
required under this variance authorization and 15A NCAC 2B .0242. We understand that
you wish to make a payment into the Riparian Buffer Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation
requirement. In accordance with 15A NCAC 2B .0233, this contribution will satisfy our
compensatory mitigation requirements under 15A NCAC 2B .0233(9)(C) if EEP has the
available credits. Please supply DWQ with an acceptance letter from EEP stating they do
have the available buffer credits for your project.
Until the EEP receives and clears your check (made payable to: DENR — Ecosystem
Enhancement Program Office), no impacts specified in this variance authorization shall
occur. Ms. Kelly Williams should be contacted at (919) 716 -1921 if you have any
questions concerning payment into the EEP.
3. Written Stormwater Menagement Plan (DWQ Approval Required)
A final, written stormwater management plan (including a signed and notarized
Operation and Maintenance Agreement) shall be submitted to the WeBSCaPe Unit (Mail
Service Center 1650, Raleigh, NC, 27699 -1650) within 60 days of the date of issuance of
this Major Variance authorization. The stormwater management plans shall be approved
in writing by this Office before the impacts specified in this authorization occur. The
stormwater management plan must include construction plans, specifications, stormwater
Best Management Practice (BMP) worksheets, and supporting calculations. The
stormwater BMPs are required to be designed to remove at least 30% Nitrogen and 85%
TSS according to the most recent version of the NC DENR Stormwater BMP Manual.
These facilities must be designed to treat the runoff from the new impervious service in
the protected Neuse buffers. 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 as approved by this Office as well as
drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the DWQ.
4. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:

Veit and Bayer
Page 3 of
July 18, 2012
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carotina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control Manual.
The devices shall be maintained on all construction sites, borrow sites, and waste pile
(spoil) projects, including contractor -owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
5. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
6. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re- concentrate before
discharging into the stream as identified within 15A NCAC 2B .0233(5).
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B . 0233.
8. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to
the WeBSCaPe Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699 -1650.
9. Deed Restrictions

Veit and Bayer
Page 4 of 5
July 18, 2012
Ms. Lindsay Veit & Mr. John Bayer ( permittee) shall execute and cause to be recorded in
the Wake County Register of Deeds restrictive covenants acceptable to the DWQ for the
purpose of maintaining the riparian buffers, as shown on the recorded plat in their natural
state in perpetuity, prior to the We of 526 Oakland Drive in Raleigh, NC.
No person or entity shall perform any of the following activities on such buffer
conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, burn, remove, or harm any vegetation
c. construct or place any roads, trails, walkways, buildings, mobile homes, signs, utility
poles or towers, or any other permanent or temporary structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of the conservation
area
e. dump or store soil, trash, or other waste
f. graze or water animals, or use for any agricultural or horticultural purpose
This covenant is intended to ensure continued compliance with the Neuse Buffer Rules
(15A NCAC 2B.0233) of the DWQ and therefore may be enforced by the DWQ. This
covenant is to run with the land, and shall be binding on the Owner, and all parties
claiming under it."
The permittce shall enforce the terms of the restrictive covenants and shall take no action
on the subject site described in the covenants inconsistent with the terms thereof This
requirement excludes riparian areas authorized accordance with this minor variance for
impacts in approval. The permittee shall provide a copy of the recorded restrictive
covenants to the DWQ within 15 days of recording.
If you wish to contest any statement in this Major Variance you must file a petition for an
administrative hearing. You may obtain the petition form from the office of Administrative
hearings. You must file the petition with the office of Administrative Hearings within sixty (60)
days of receipt of this notice. A petition is considered filed when it is received in the office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings.
The petition may be faxed - provided the original and one copy of the document is received by the
Office of Administrative Hearings within five (5) business days following the faxed
transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: [phone], Fax: [phone]
A copy of the petition must also be served to DENR as follows:

Veit and Bayer
Page 5 of 5
July 18, 2012
Mr. William Cary, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
This letter completes the review of the Division of Water Quality under the Neuse River
Riparian Buffer Protection Rules [15A NCAC 2B .0233(9)(c)]. Please call Ms. Amy Chapman
at (919) 807 -6400 if you have any questions or require copies of our rules or procedural
materials.
Sincerely,
()X
V - F )
�h,
a rles kWad, P.E.
CW/osc
Enclosures: Certificate of Completion
cc: DWQ Raleigh Regional Office
File Copy
Kelly Williams, NCEEP
Bob Zarzecld, S&EC,11010 Raven Ridge Rd, Raleigh, NC 27614
File Nine: 120387 526OWdendDr(Wake)NBR MojVa

526 OAKLAND DRIVE — DWQ 2012 -0387
FINAL PLAN CHANGES
APPROVED PLAN
Zone of
Impact
Impact in
Square Feet
Buffer Impact
Number
(Indicate on
Plan Sheet
Purpose for
the Impact
Multiplier
Required
Mitigation
Zone 1
290
-
House
3
870
"
362
-
Drive Lot
3
1,086
"
195
-
Drive (R/W)
3
585
"
893
-
Pervious
Clearing
3
2,679
Total Zone 1
1,740
5,220
Zone 2
1,009
-
House
1.5
1,513.5
"
420
-
Drive Lot
1.5
630
"
119
-
Drive (R/W)
1.5
178.5
"
609
-
Pervious
Clearing
1.5
0
Total Zone 2
2,157
2,322
Total
Imp ervious
2,395
-
Total
3,897
7,542
PROPOSED PLAN
Zone of
Impact
Impact in
Square Feet
Buffer Impact
Number
(Indicate on
Plan Sheet
Purpose for
the Impact
Multiplier
Required
Mitigation
Zone 1
100
-
House
3
300
"
398
-
Drive Lot
3
1,194
"
214
-
Drive (R/W
3
642
"
1,011
-
Pervious
Clearin
3
3,033
Total Zone 1
1,723
5,169
Zone 2
656
-
House
1.5
984
"
574
-
Drive Lot
1.5
861
"
63
-
Drive R/W
1.5
94.5
"
1009
-
Pervious
Cleann
1.5
0
Total Zone 2
2,302
1,939.5
Total
Impervious
2,005
-
Total
4,025
7,108.5
Note: Mitigation was also not proposed for pervious clearing within Zone 2.
April 2013

APPROVED PLAN
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
Cl
38.18
256.38
S79.20'02'W
38.14
C2
66.40
89.40
N62'19'20'E
64.88
C3
80.47
286.38
N76 °09'44'W
1 80.21
Acyl or k °ORkS RO ? P NOTE
RECORDATION. CONVEYANCES. OR SALE.
PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
-TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
- PRELIMINARY PLAT - BUILDER TO VERIFY HOUSE DIMENSIONS AND BUILDING SETBACKS.
- 'PROPERTY LINE INFORMATION CAME FROM BOOK OF MAPS 1999, PG 603 ENTITLED 'BELVIN
DRIVE & OAKLAND DRIVE RIGHT -OF -WAY REVOCATION AND RECOMBINATION MAP'.
- PROPERTY ZONED R -4.
AREAS IN THE RIPARIAN BUFFER: LE(EQ; -RIPARIAN BUFFER IS 50' FROM THE TOP OF THE BANK AS DETERMINED BY S&EC
AREA IN ZONE 1 R/W = RIGHT OF WAY
HOUSE=290 SF CA - CENTER LINE
DRIVE(LOT)­362 SF SEIP - BENT EIOSTING IRON PIPE
DRIVE(RM -195 SF EIP - EIOSTING IRON PIPE
PERVIOUS CLEARING -893SF NIP - NEW IRON PIPE 79�
AREA IN ZONE 2 : ( ) - FIELD MEASUREMENTS .G
HOUSE -1009 SF - SEWER MANHOLE
DRIVE(LO7)-420 SF - UTILITY/UGHT POLE •5 -' 4
p0� /
DRIVE(RM -119 SF /S 9
PERVIOUS CLEARING -609SF
lot
/ LOT 3 a
0.751 AC
N /
/At
LOT 2
m
IBM
61 as
>:
z
30' UTILITY EASEMENT
`�' �♦ (TAKEN FROM BM1965 P0216)
/ LOT 19
C2 1
i
_,
i \
IMPERVIOUS AREA CALCULATIONS _ - -- / 1 I/ BARRICADE I s OAKLAND D
HOUSE/PORCHES - 2500 SO FT % ; Y\ �� :_ ; O RIVE
DRIVEWAY/SIDEWALK = 781 SO FT , 0 I _
DECK/PATIO - 312 SO FT � > I
TOTAL 9JP. AREA - 3593 SO. FT OR 10.9X / I W �-
AREA OF DISTURBANCE = 7,487 SF = 0
THIS PROPERTY NAT S ACCORDING TO
FLOOD INSU EFFECTIVE D ,
SUBDIVISION BLOCK
D.L. JORDAN (*SEE SECTION NOTE *) PLOT PLAN
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2012006
SONYA a WARD . HEREBY CERTIFY SURVEY FOR:
THa s MAP LS CORRECT. THAT PREWITT CUSTOM HOMES
THE LIE WHOLLY ON
ENT, AND THERE ARE CITY OF RALEIGH WAKE COUNTY NC
EN HM LININGS
ON THE SAID LOT, AS SHOWN
ON AND
SCAB: 1 "=40� WARD SURVEYING SERVICES, PLLC
DATE: 03/16/12 LAND SURVEYING & PLANNING
eooK s: APEX, N.C. (919) 367 -7858

PROPOSED PLAN
CURVE TABLE
CURVE L
LENGTH R
RADIUS C
CHORD BEARING C
CHORD
Cl 3
38.18 2
256.38 S
S79'20'02'W 3
38.14
C2 6
66.40 8
89.40 N
N62'19'20'E 6
64.88
C3 8
80.47 2
286.38 N
N76'09'44'W 8
80.21
NOT FOR RECORDATION. CONVEYANCES. OR SALE
RO - PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
-TITLE SEARCH NOT PERFORMED BY THIS OFFICE
- PRELIMINARY PLAT - BUILDER TO VERIFY HOUSE DIMENSIONS AND BUILDING SETBACKS
- *PROPERTY LINE INFORMATION CAME FROM BOOK OF MAPS 1999. PG 603 EN71TLED 'BELVIN
DRIVE & OAKLAND DRIVE RIGHT - -OF -WAY REVOCATION AND RECOMBINA71ON MAP'.
AREAS IN THE RIPARIAN BUFFER - PROPERTY ZONED R -4.
AREA IN ZONE 1 : Lam - RIPARIAN BUFFER IS 50' FROM THE TOP OF THE BANK AS DETERMINED BY S&EC
HOUSE/S7EPS/WALL°100 SF R/W - RIGHT OF WAY - FLOODWAY AND 100 YR. FLOOD TAKEN FROM GIS OVERLAY. LINE
DRIVE/SIKLOT)-398 SF CA - DRIVE R/1N) -214 SF EIP - E)GSTIINNG IRON PINE
PERVIOUS CLEARING°1011 SF ( ) ° FIELD MEASUREMENTS
AREA IN ZONE 2 : ° SEWER MANHOLE
HOUSE/S7EPS/WALL°858 SF U71LITY/UGHT POLE
207- - - - - -- WNG CONTOUR LINES /
DRIVE/Sw(LO7�s74 SF EI20 e PROPOSED CONTOUR LINES /
0.5 9940:m
DRIVE(R/W) -83 SF
PERVIOUS CLEARING°1009 SF S , m1 ei ee /
AREA of o� / % 5 cam/
DISTURBANCE
o / / T
N / LO 705 3
32,
S.F. , O
Kr o 0.751 AC / N /
• /c+
(TAKEN FOODWAY /
FRR C SETBACKS FOR R -4•
FROM GIS.•
VERLY7 /
ee �/ � / FRONT - 30'
REAR - 30'
' �O` r:
` SIDE - 10'
Jlf� / / CORNER SIDE - 20'
LOT 2
s8 I s;3 I cv
Avivs�iP� 1 15 N
o \ \CZ
30' UTILITY EASEMENT
(TAKEN FROM BM1965 P0216)
LOT 19 \ c 1
/ \ .72 i I
icl
/ \ r
IMPERVIOUS AREA CALCULATIONS (Lm 1 I BARRICADE 1
- - - - -- �% Y �1Q1 T 1 .L-- OO OAKLAND DRIVE
HOUSE/PORCHES - - 2524 SO FT
DRIVEWAY/SIDEWALK - 1074 So FT 1 1
DECK/STEPS/RET.WALL - 198/84/34 SO FT
TOTAL IMP. AREA - 3694 50. FT. OR 11.9x
AREA OF DISTURBANCE - 8.601 SF
U -
THIS PROPERTY NAT S ACCORDING TO
FLOOD INSU n p EFFECTIVE D ,
LOT 3 BLOCK D SECTION
SUBDIVISION D.L. JORDAN ( *SEE NOTE *) GRADING P LAN
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2o�2oos
SONYA A. WARD . HEREBY CERTIFY SURVEY FOR:
THA 6 MAP 5 CORRECT. THAT PREWITT CUSTOM HOMES
THE LIE WHOLLY ON
LOT. AND THERE ARE
ENCROACHM ILDINGS
CITY OF RALEIGH WAKE COUNTY NC
ON 0
oN THE SO LOT, As SHOWN SCALE: 1 " =40'
WARD SURVEYING SERVICES, PLLC
mr- 04/05/13 LAND SURVEYING & PLANNING
Bow , APEX, N.C. (919) 367 -7858

TE
APPROVED PLAN WITH
PROPOSED PLAN OVERLAY
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
Cl
38.18
256.38
S79'20'02'W
38.14
C2
66.40
89.40
N62'19'20'E
64,88
C3
80.47
286.38
N76 *09'44'W
80.21
NOTES:
OO �R�fS RD —NOT FOR RECORDATION, CONVEYANCES, OR SALE.
— PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
—TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
— PRELIMINARY PLAT — BUILDER TO VERIFY HOUSE DIMENSIONS AND BUILDING SETBACKS.
— *PROPERTY LINE INFORMATION CAME FROM BOOK OF MAPS 1999, PG 603 ENTITLED - BELVIN
DRIVE & OAKLAND DRIVE RIGHT —OF —WAY REVOCATION AND RECOMBINATION MAP'.
— PROPERTY ZONED R -4.
AREAS IN THE RIPARIAN BUFFER: 1 EgEb ; — RIPARIAN BUFFER IS 50' FROM THE TOP OF THE BANK AS DETERMINED BY S &EC.
AREA IN ZONE 1 R/W = RIGHT OF WAY
HOUSE -290 SF CA — CENTER LINE
DRIVE(LOT) -362 SF BEIP — BENT EXISTING IRON PIPE
DRIVE(R/W) -195 SF EIP — EXISTING IRON PIPE
PERVIOUS CLEARING -893SF NIP — NEW IRON PIPE - AREA IN IN ZONE 2 : ( ) — FIELD MEASUREMENTS
DRIVE(L0� 420 SF O — u /UGH MANHOLE
0.59' 4(XAN
DRIVE(R/W) -119 SF /S
PERVIOUS CLEARING -609SF y, 1� QV j
32,07 5 S.F.
0.751 AC. M
f
S
LOT 2
30' UTILITY EASEMENT
(TAKEN FROM BM1965 PG216)
LOT 19
C2
IMPERVIOUS AREA CALCULATIONS 1
-----------------
HOUSE/PORCHES — 2500 SO FT / � ��— BARRICADE O$ OAKLAND DRIVE
DRIVEWAY /SIDEWALK - 781 SO FT
DECK/PATIO — 312 SO FT LU I
TOTAL IMP. AREA — 3593 SO. FT. OR 10.9%, I W
AREA OF DISTURBANCE = 7,487 SF L
THIS PROPERTY GNATE DS ACCORDING TO
FLOOD INSURAN EFFECTIVE DA
LOT 3 BLOCK D SECTION
SUBDIVISION D.L. JORDAN ( *SEE NOTE *) PLOT PLAN
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2012006
SONYA A. WARD , HEREBY CERTIFY SURVEY FOR:
THA IS MAP IS CORRECT, THAT PREWITT CUSTOM HOMES
THE BU GS LIE WHOLLY ON
LOT, AND THERE ARE CITY OF RALEIGH WAKE COUNTY
ENCROACHMENT 0 BUILDINGS NC
ON THE SAID LOT, AS SHOWN
ON SURVEY. SCALE: 1 " =40' WARD SURVEYING SERVICES, PLLC
DATE: 03/16/12 LAND SURVEYING & PLANNING
BOOK 1: APEX, N.C. (919) 367 -7858

TE
PROPOSED PLAN WITH
APPROVED PLAN OVERLAY
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
Cl
38.18
256.38
S79'20'02'W
38.14
C2
66,40
89,40
N62'19'20'E
64,88
C3
80.47
286.38
N76 °09'44'W
80.21
NOTES'
pO OR/cs RD -NOT FOR RECORDATION, CONVEYANCES, OR SALE.
- PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
-TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
- PRELIMINARY PLAT- BUILDER TO VERIFY HOUSE DIMENSIONS AND BUILDING SETBACKS.
- 'PROPERTY LINE INFORMATION CAME FROM BOOK OF MAPS 1999, PG 603 ENTITLED "BELVIN
DRIVE k OAKLAND DRIVE RIGHT -OF -WAY REVOCATION AND RECOMBINATION MAP ".
AREAS IN THE RIPARIAN BUFFER: - PROPERTY ZONED R -4.
AREA IN ZONE 1 : LEGEND - RIPARIAN BUFFER IS 50' FROM THE TOP OF THE BANK AS DETERMINED BY S&EC.
HOUSE /STEPS/WALL=100 SF R/W - RIGHT OF WAY - FLOODWAY AND 100 YR. FLOOD TAKEN FROM GIS OVERLAY.
DRIVE /SW(LOT) =398 SF CA - CENTER LINE
DRIVE(R/W) =214 SF EIP - EXISTING IRON PIPE /1'
PERVIOUS CLEARING= 1011 SF ( ) - FIELD MEASUREMENTS
AREA IN ZONE 2 : SO = SEWER MANHOLE
HOUSE /STEPS /WALL =656 SF - UTILITYAIGHT POLE _
DRIVE /SW(LOT) =574 SF - - -- = EXISTING CONTOUR LINES
DRIVE(R/W) =63 SF —`g7' = PROPOSED CONTOUR LINESS��g'
PERVIOUS CLEARING =1009 SF ,�1 /
��-S /
/_j�) AREA DISTURBANCE LOT 3 32,705 S F. 0.751 AC. c, f FLOODWAY ��p °0 � / (TAKEN FROM GIS:16VEERLY) / / SETBACKS FOR R -4:
PQ 'A I �� • " i REAR 30'
SIDE = 10'
\V- f'"� /i% CORNER SIDE - 20' KS, m 1 / o LOT 2
m B I N
c.,
30' UTILITY EASEMENT
1 I I (TAKEN FROM BM1965 PG216)
/LOT 19 1 1
C2 i 1
\ �� - -- — -- — I
IMPERVIOUS AREA CALCULATIONS (LOT) PAVEM �,-<, I— ggRRiCADE
HOUSE/PORCHES = 2524 SO FT Y \ . OO OAKLAND DRIVE
DRIVEWAY /SIDEWALK - 1074 SO FT () _
DECK /STEPS /RET.WALL - 198/64/34 SO FT
TOTAL IMP. AREA - 3894 SO. FT. OR 11.9% '
AREA OF DISTURBANCE = 8,801 SF = Q
THIS �INSURAN RTY �*FFECTIVE ATED DS ACCORDING TO
FLOO DA
LOT 3 BLOCK D SECTION GRADING PLAN
SUBDIVISION D.L. JORDAN ( *SEE NOTE *)
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2012006
SONYA A. WARD , HEREBY CERTIFY SURVEY FOR:
THA IS MAP IS CORRECT, THAT PREWITT CUSTOM HOMES
THE BU GS LIE WHOLLY ON
LOT, AND THERE ARE CITY OF RALEIGH WAKE COUNTY
ENCROACHMENT 0 BUILDINGS NC
ON THE SAID LOT, AS SHOWN
ON SURVEY. SCALE: 1 "=40'
WARD SURVEYING SERVICES, PLLC
DATE: 04/05/13 LAND SURVEYING & PLANNING
BOOK If: APEX, N.C. (919) 367 -7858