19970326 Ver 3_Minor Variance_20170303

%0 WithersRavenel
NOOur People. Your Succes,
137 S Wilmington .Street, Suite 200
Raleigh, North Carolina 27601
t: 919.469.3340 I f: 919.467.6003
TO: nir MAio nnI C. Q,.cc,.,- n o++: i 1_;v
512 N. Salisbury St
Raleigh, NC 27604
WE ARE SENDING YOU ❑ Attached
THE FOLLOWING ITEMS ❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
DA3-1-2017 •: • 02160509
ATTENTIONStephanie Goss
RE:Preston Walk Lot 7
Minor Variance Application
❑ Under Separate Cover via
❑ Prints ❑ Plans
❑ Change Order ❑ Diskette
❑ Samples ❑ Specifications
❑ Other
COPIESDATE
NO.
DESCRIPTION
3
3-1
1
Buffer Variance Application Form
3
2-28
2
Supplemental Information Letter
3
3-1
3
Buffer Impact Exhibit
3
3-1
4
Property information & Aerial Photographs
3
3-1
S
Buffer Mitigation Reservation letter
3
3-1
6
Stream Classification Data
3
3-1
7
Preliminary Jurisdictional Determination Information
3
3-1
8
Current Grading Plan
3
3-1
9
Site Photographs
1
3-1
10
Electronic Copy on CD
THESE ARE TRANSMITTED as checked below:
❑D For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ Other
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS: Ms Goss -please find our application for a variance from the Neuse River Buffer Rules attached. As
discussed in our meeting on February 20, the impacts to the NRB include a permanent impact in Zone 2 only, and
temporary impacts in Zone 1 for a temporary road necessary to construct the project. We appreciate your help with this
application and please do not hesitate to contact me at 919-496-3340 or [e-mail] if you have any
comments or questions.
COPY TO: Trey Adams SIGNED: Hunter Freeman
If enclosures are not as noted, kindly notify us at once.

1/ WithersRavenel
NoOur People. Your Success.
February 28, 2017
NC Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Attn: Stephanie Goss
RE: Preston Walk Buffer Variance Application
Dear Ms. Goss:
Thank you for meeting with myself and Trey Adamson Monday February 201h2017, in regards to the attached
application for a variance from the Neuse River Buffer rules for Lot 7 at Preston Walk, an existing commercial
subdivision in Cary, North Carolina. I am writing this letter to provide additional information regarding the
project in addition to the information included on the attached Riparian Buffer Authorization Form.
Proiect History
Preston Walk is an existing commercial development near the intersection of Cary Parkway and James
Jackson Avenue in Cary INC. The project is adjacent to Coles Branch and an unnamed tributary to Coles
Branch, in the Neuse River Basin. Permitting of the project began in 1997 when Arbor Investments applied
for a 401 Certification for impacts to jurisdictional streams for the installation of culvert crossings associated
with James Jackson Avenue, which was a new roadway at the time. The project was eventually granted the
401 Certification, which was last updated in March 1999. The project was granted vested rights status,
exempting the project from the Neuse Buffer Rules on September 17, 1998.
Development proceeded as permitted with the lots being platted and parking, utilities, and commercial
buildings were constructed. Three outparcels were marketed for sale/development, but no buildings were
constructed on those three lots. However construction of parking, curb & gutter, utilities, and stormwater
infrastructure and treatment for the full build out condition of the site was completed by 2001. The Town of
Cary approved site plan for the commercial project expired in 2010.
WithersRavenel submitted development plans for construction of an office building on Lot 7 in October 2016.
During the Town of Cary's review of these plans, WithersRavenel was asked to provide documentation of the
vested rights. In February 2017, NCDENR General Counsel issued an email stating that, in their opinion, the
site was no longer in possession of vested rights from the Neuse River Buffer Regulations because the 401
certifications for the project had expired.
Jurisdictional Determinations:
The stream and wetland impacts associated with the parent commercial subdivision were documented in a
July 1997 application and mitigation plan submitted by ECPS on behalf of the developer. Those impacts were
approved with USACE Action ID numbers 199700681 and 199700853, as well as NCDENR DWQ Project
#970326. The jurisdictional determination associated with previous approvals have since expired.
WithersRavenel performed a site visit in February 2017 and confirmed that there are no wetlands within the
project construction area and that the stream shown on the most recent version of the USGS Quad Map and
USDA soi Is map are present adjacent to the site.
137 S Wilmington Street, Suite 200 1 Raleigh, NC 27601
t: 919.469.3340 1 f: 919.467.6008 www.withersravenel.com I License No. C-0832
Cary I Greensboro Pittsboro I Raleigh I Wilmington

1% WithersRavenet
Our People. Your Success.
Proposed Site Plan
Lot 7 of Preston Walk includes existing fill, parking, curb & gutter, and utilities within the Neuse River Buffer.
These were constructed while the site had vested rights, which qualifies them as existing and ongoing uses
within the buffer, and therefore they are not subject to additional permitting. The proposed site plan was
developed to work with the existing infrastructure to the maximum extent practicable. In the original site
plans, a dumpster pad was shown adjacent to the existing parking lot, but was not constructed.
Proposed Impacts
Permanent impacts associated with construction are limited to the construction of a dumpster pad and
enclosure area. These impacts occur in an area where fill has been placed previously in accordance with
approvals at the time of construction. The area, and the majority of the buffered areas on site consists of
regularly mown grass, not forested buffers. The total permanent impact is 649 sf in Zone 2 only.
Associated temporary impacts include construction of a temporary road to access the dumpster construction
area. These impacts total 1460 sf but are considered an exempt use within the buffer. The temporarily
disturbed area will be re -seeded after construction and returned to its current grassed land use. No natural
buffer areas will be impacted for the work proposed in the variance request.
Runoff from all new impervious area will be routed to the existing bioretention cell on site.
Alternatives Analysis (Avoidance and Minimization)
The original site plan showed the dumpster pad in an area that is now Zone 1 of the buffer. The current plan
shows the revised location of the dumpster pad, which limited permanent impacts to Zone 2 only.
Two alternate locations were examined during design development.
The first location was in the western side of the lot. This was not feasible due to the proximity of the pad to
the existing stormwater control measure. The slopes of the bioretention cell were not suitable for
construction of the dumpster enclosure. Additionally, utilities in the area would have to be relocated, and the
dumpster would have faced the front door of the building which was not aesthetically compatible with the
site or Town of Cary design guidelines.
A second location, in the southeastern portion of the site, worked from a traffic flow perspective, but existing
easements in the area were not compatible with the construction of the dumpster enclosure. Additionally,
this location would have resulted in the removal of several trees. This alternate would not completely
eliminate impacts to zone 2 of the riparian buffer. Overall (inside and outside the buffer), constructing the
dumpster enclosure in this alternate location would cause more impact to existing, beneficial vegetation
compared to the final location shown in this application.
The site shown on the plans makes all reasonable efforts to locate the dumpster pad in an area that is
accessible by the waste collection vehicles, is screened from view, and results in the least disruption to
existing site infrastructure and vegetation.
Additional Notes
The site was sold in November 2006. Although this date is after the effective date of the Neuse Buffer
Regulations, the site was platted to reflect the vested rights which were applicable to all previous approvals.
The vested rights were still applicable at the time of the sale.
Sincerely
Wither Rav el
Hu er Freem n PE
Sr. Technical Consultant, Stormwater
Page 2 of 2

Freeman, Hunter
From: [e-mail]
Sent: Monday, February 27, 2017 6:17 PM
To: Trey Adams
Subject: Preston Walk Lot 7/1021 Darrington Dr. Cary, NC
To whom it may concern:
This letter is to confirm that The Lundy Group has permission to submit for permits with the North Carolina Department
of Environment and Natural Resources on the Lot Newcastle Ventures, LLC owns at 1021 Darrington Drive in Cary.
Lloyd Rothschild/ Member, Newcastle Ventures, LLC
919-264-5002
4001 City of Oaks Wynd
Raleigh, NC 27612

WithersRavenel
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser(s)/owner(s) The Lundy Group do(es)
hereby appoint WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning
the appropriate local, state and federal environmental regulatory agencies (US Army Corps
of Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, surface waters, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for Preston Walk, Lot 7
The owner does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the property owner.
Date: Februa 27 2017
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Signature of Owner(s):
,
(Name - Print) (Title)
(Signature)
Po. 6,Y 3 3 z7q
Mailing Address
I&It1511 AJ C- 2763(O
City State Zip
137 S Wilmington Street, Suite 200 1 Raleigh, NC 27601
t: 919.469.3340 1 f: 919.467.6008 www.withersravenel.com I License No. C-0832
Cary I Greensboro Pittsboro I Raleigh I Wilmington

State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2)
Protection and Maintenance of Riparian Areas Rules - Variance Application
FORM: VAR 10-2013
PLEASE IDENTIFY WHICH RIPARIAN AREA PROTECTION RULE APPLIES:
❑ Neuse River Basin (15A NCAC 02B.0233)
❑ Major Variance x Minor Variance
❑ Catawba River Basin (15A NCAC 02B.0243)
❑ Randleman Lake Water Supply Watershed (15A NCAC 02B.0250)
❑ Major Variance ❑ Minor Variance
❑ Tar -Pamlico River Basin (15A NCAC 02B.0259)
❑ Major Variance ❑ Minor Variance
❑ Jordan Lake Water Supply Nutrient Strategy (15A NCAC 02B.0267)
❑ Major Variance ❑ Minor Variance
❑ Goose Creek Watershed (15A NCAC 026.0606 & 15A NCAC 02B.0607)
A. General Information
1. Applicant's Information(if other than the current property owner):
Name: James Baker, The Lundy Group (Trey Adams, project contact)
Title: President
Street Address: PO Box 33279
City, State & Zip: Raleigh, NC 27636-3279
Telephone: [phone]
Email: jbaker@lundvr'roup.com tadams(a)lundygroup.com
2. Property Owner/Signing Official (person legally responsible for the property and its compliance):
Name: Lloyd Rothschild
Title: Manager
Street Address: 40Q! City of Oaks Wynd
City, State & Zip: Raleigh, NC 27612
Telephone: [phone]
Email: [e-mail]
FORM: VAR 10-2013

3. Agent Information:
3a. Name:
Company Affiliation
Street Address:
City, State & Zip:
Telephone:
Hunter Freeman
WithersRavenel
115 MacKenan Drive
919-469-3340
E-mail: hfreeman,@withersravenel,com
3b. Attach a signed and dated copy of the Agent Authorization letter if the Agent has signatory authority for the owner.
4. Project Name (Subdivision, facility, or establishment name):
Preston Walk, Lot 7
5, Project Location:
5a. Street Address: 1021 Darrington Drive
City, State & Zip: Cary, NC 27513
5b. County:
5c. Site Coordinates (in decimal degrees): 35.798893 Latitude -78.814054 Longitude
5d. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
5e. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
6. Property Information:
6a. Property identification number (parcel ID): 0754552776
6b. Date property was purchased: _ 11/8/2006....
6c. Deed book 12256 and page number 2189
6d. Map book 2005 and page number 1550
6e. Attach a copy of the recorded map that indicates when the lot was last platted.
7. Is your project in one of the 20 Coastal Counties covered under the Coastal Area Management Act (CAMA)?
❑ YES ® NO
7a. If you answered yes above, in which AEC do you fall (30 ft or 75 ft)? N/A
7b. If you answered yes above, what is the total percent of impervious cover that you have proposed within the AEC? N/A
FORM: VAR 10-2013 Page 2 of 6

8. Directions to site from nearest major intersection:
From 1-40 @ Harrison Avenue, travel west on Harrison Avenue for 2.5 miles, turn right on NW Maynard Road, continue on
Maynard Road for 1.2 miles, turn right onto James Jackson Avenue. In 1 mile turn left on Darrington Drive
9. Stream associated with riparian buffer to be impacted by the proposed activity:
Name
Unnamed Trib to Coles Branch
Water Quality Classification
C; NSW
9a. For Goose Creek only: Is the buffer in the 100 -year floodplain? ❑ YES ❑ NO
10. List any permits/approvals that have been requested or obtained for this project in the past (including all prior phases).
Date Applied: Date Received: Permit Type:
4/8/1997 7/7/1997
12/2/1998 3/3/1999
4/18/2000 12/8/2000
B. Proposed Activity
Original 401 Certification
Amended 401 Certification (SWMP)
Town of Cary Site Plan Approval
1. Project Description
1a. Provide a detailed description of the proposed activity including its purpose:
The proposed impacts include a dumpster enclosure (permanent impacts) and an associated temporary road
needed for construction of the new enclosure.
1b. Attach a site plan showing the following items as applicable to the project:
0 Development/Project name
0 Revision number & date
0 North arrow
0 Scale (1" = 50' is preferred)
0 Property/project boundary with dimensions
0 Adjacent streets and roads labeled with names and/or NC State Road numbers
0 Original contours and proposed contours
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Mean high water line (if applicable)
0 Wetlands delineated, or a note on plans that none exist
0 Location of forest vegetation along the streams, ponds, lakes, rivers and estuaries
0 Extent of riparian buffers on the land including Zone 1 and Zone where applicable
FORM: VAR 10-2013 Page 3 of 6

0 Location and dimension of the proposed buffer impact (label the area of buffer impact in ft'onthe plan)
0 Details of roads, parking areas, cul-de-sacs, sidewalks, and curb and gutter systems
0 Footprint of any proposed buildings or other structures
0 Discharge points of gutters on existing structures and proposed buildings
0 Existing drainage (including off-site), drainage easements, and pipe dimensions
0 Drainage areas delineated
C. Proposed Impacts and Mitigation
1. Individually list the square footage of each proposed impact to the protected riparian buffers:
Buffer Impact
Number'— Reason for Impact
Permanent (P) or
Temporary (T)
Buffer Zone 1 Impact
Mitigation (square feet)
Required
Zone 2 Impact
(square feet)
131 - M P LJ T Dumpster Enclosure
X Yes ❑ No 0
649
B2 - P ® T Temporary Road
❑ Yes X No 750
710
B3 -❑P ❑T
❑ Yes ❑No
Total Buffer Impacts
2109
'Label on site plan
2. Identify the square feet of impact to each zone of the riparian buffer that requires mitigation from the table above. Calculate
the amount of mitigation required.
Required
Zone Total Impact Multiplier Mitigation
(square feet) (square feet)
Zone 1' 0 3 0
(2 for Catawba only)
Zone 2 649 1.5 974
Total Buffer Mitigation Required: 974
'For projects in the Goose Creek Watershed, list all riparian buffer impacts as Zone 1
and use Zone 1 multiplier.
3. Provide a description of how mitigation will be achieved at your site pursuant to the mitigation requirements of the applicable
river basin/watershed.
Purchase Credits from Wildlands Inc, reservation letter attached
3a. Is buffer restoration or enhancement proposed? ❑ Yes X No
If yes, attach a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the
protected riparian buffers, and a plan sheet showing the proposed location of the plantings.
3b. Is payment into a buffer restoration fund proposed? X Yes ❑ No
If yes, attach an acceptance letter from the mitigation bank you propose to use or the NC Ecosystem Enhancement
Program stating they have the mitigation credits available for the mitigation requested.
FORM: VAR 10-2013 Page 4 of 6

D. Stormwater
1. Provide a description of how diffuse flow will be maintained through the protected riparian buffers (e.g., re -planting vegetation
or enhancement of existing vegetation, gutter splash pads, level spreader to control of runoff from impervious surfaces, etc.).
Runoff from the proposed impervious area flows to the existing bioretention cell on site
1a. Show the location of diffuse flow measure(s) on your site plan.
1b. Attach a completed Level Spreader Supplement Form or BMP Supplement Form with all required items for each proposed
measure.
1c. Attach an Operation and Maintenance (O&M) Form for each proposed level spreader or BMP.
2, For Major, Catawba, and Goose Creek variance requests, provide a description of all best management practices (BMPs) that
will be used to minimize disturbance and control the discharge of nutrients and sediments from stormwater.
2a. Show the location of BMPs on your site plan.
2b. Attach a Supplement Form for each structural BMP proposed.
2c. Attach an Operation and Maintenance (O&M) Form for each structural BMP proposed.
E. Demonstration of Need for a Variance
The variance provision of the riparian buffer rules allows the Division or the Environmental Management Commission to grant a
variance when there are practical difficulties or unnecessary hardships that prevent compliance with the strict letter of riparian
buffer protection.
1. Explain how complying with the provisions of the applicable rule would prevent you from securing a reasonable return from or
make reasonable use of your property. Merely proving that the variance would permit a greater profit from the property shall
not be considered adequate justification for a variance. The Division will consider whether the variance is the minimum possible
deviation from the terms of the applicable Buffer Rule that shall make reasonable use of the property possible.
The existing lot includes existing parking areas and utilities. It was created with the understanding that the
lot was exempt from Buffer Regulations. The proposed development is consistent with the previously approved
site plans for the site. The impacts are necessary to meet Town of Cary requirements for trash collection.
See attached letter for additional information.
FORM: VAR 10-2013 Page 5 of 6

2. Explain how the hardship results from application of the Buffer Rule to the property rather from other factors such as deed
restrictions or other hardships (e.g. zoning setbacks, floodplains, etc).
The lot was created and partially built out when the site had vested rights from the buffer rules. The site had been
prepared under approved permits and marketed as -a commercially viable lot continuously since original approvals. Application
of the buffer rule after the creation of the lot, and substantial completion of infrastructure created the hardship.
3. Explain how the hardship results from physical nature of the property, such as its size, shape, or topography, which is different
from that of neighboring property.
The existing, parking, lot defines the building, envelope for the site. The dumpster enclosure is proposed on part of the
existing,, building, pad in a manner that is consistent with previous approvals. Alternative locations were evaluated but are not
feasible.
4. Explain whether the hardship was caused by the applicant knowingly or unknowingly violating the applicable Buffer Rule.
The hardship came about once NCDENR General Counsel issued their opinion on the vested rig,hts and the buffer rules were
aoolied to the existing, conditions of the lot Until that point all parties had proceeded with the belief that the site was exempt
from buffer re uJations. There has been no violation of the buffer rules.
5. For Neuse, Tar -Pamlico, Jordan Lake and Goose Creek only: Did the applicant purchase the property after the effective date of
the applicable Buffer Rule and then request a variance?
The property was purchased after the effective date of the buffer rules but prior to the decision from NCDENR General Counsel
regarding the vested rights.
6. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.
The whole of Preston Walk is unique to the area in that the site plans for grading and infrastructure for the creation and
future buildout of multiple commercial lots were developed prior to the effective date of the Buffer Rules, and construction of
round level site elements and utilities was completed. Site plans and building permits are separate approvalsand because this
is a build to suit outparcel, there was no reasonable way to permit the building until a buyer was identified.
F. Deed Restrictions
By your signature in Section G of this application, you certify that all structural stormwater BMPs required by this variance shall
be located in recorded drainage easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot.
G. Applicant's Certification
1, James Baker (on behalf of property owner, see attached email) _ (print or type name of person listed in Section A,
Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in
conformance with the approved plans and that the deed restrictions in accordance with Section F of this form will be recorded
with all required permit conditions.
I
Signature: dz
`
Date:
FORM: VAR 10-2013 Page 6 of 6

HWILDoiNGs �
Statement of Buffer Mitigation Credit Availability
February 27, 2017
Trey Adams
The Lundy Group
[e-mail]
919-821-7890
Re: Availability of Riparian Buffer credits for the Preston Walk, Lot 7 project
Bank Name: Old Savannah Nutrient Offset & Buffer Bank
Bank Sponsor: Wildlands Holdings II, LLC (wholly owned by Wildlands Engineering, Inc.)
DWR Project #: 2016-0611
Riparian Buffer Credits Available: 974 sq. ft.
Neuse 03020201 River Basin
Applicable Local Government/Municipality jurisdiction: NC Division of Water Recourses
Dear Mr. Adams:
Wildlands Holdings II, LLC has the above mentioned Riparian Buffer Credits from the Old Savannah Nutrient
Offset & Buffer Bank (DWQ Project #: 2016-0611), to satisfy the Riparian Buffer mitigation requirements related
to the above mentioned project. The Project is located within the service area (HUC 03020201 - non -Falls) of
the Bank.
This letter is not a guarantee of availability or a reservation of the credits — it is simply a statement of availability
required to assist you in obtaining a permit for your planned impact. An invoice for this transaction will be sent
upon your request and we will reserve the credits for a period of 30 days from invoice. Final transfer of the
credits will be made upon receipt of a copy of the 401 Water Quality Certification Authorization Certificate from
the NC Department of Environmental Quality approving the Riparian Buffer mitigation purchase from the Bank
and upon receipt of your payment to Wildlands Holding II, LLC. We will then issue a credit transfer certificate
verifying your credit purchase to the North Carolina Division of Water Resources and to you for your records.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (205) 807-
0800 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Ihazelhoff
Wildlands Engineering, Inc.
[e-mail]
0: [phone] ex. 120 M: [phone]
Wildlands Holding II, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Charlotte, NC 28203

Preston Walk Lot 7
PIN:0754552776
PIN Ext: 000
Real Estate ID: 0334352
Map Name: 0754 11
Owner: NEWCASTLE VENTURES LLC
Mail Address 1: 3550 NW CARY PKWY STE
106
Mail Address 2: CARY NC 27513-7410
Mail Address 3:
Deed Book: 012256
Deed Page: 02189
Deed Date: 11/08/2006
Deed Acres: 2.62
Building Value: $0
Land Value: $602,227
Total Value: $602,227
Billing Class: Individual
Description: L07 PRESTON WALK BM2005 -
01550
Heat Area: 0
Site Address: 1021 DARRINGTON DR
City: CARY
Township: CARY
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: Vacant
Old Parcel Number: --
ti
0 220 440 880 ft
I i i i I i i t I
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOTsurveys. No warranties, expressed or implied
are provided for the data therein, its use,or its interpretation.

Preston Walk Lot 7 - 2005 N Disclaimer
Maps makes every effort to produce and publish
0 55 110 220 ft the most current and accurate information possible.
i I i i i I However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
1 inch = 100 flet ,are provided for the data therein, its use,or its interpretation.

Preston Walk Lot 7 - 2013 N Disclaimer
Maps makes every effort to produce and publish
0 55 110 220 ft the most current and accurate information possible.
i I i i i I However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
1 inch = 100 flet ,are provided for the data therein, its use,or its interpretation.

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DB 7828 PG 387
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PIN 0754552939
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LIMITS OF DISTURBANCE (TYP) \ \ \ \
EX CB 82
OP: 342.2$'\ \ ` \ �► ♦ 43.50 /
INV. IN: 338.33' \ a*4y 43.80 \ S
1 INV: OUT: 338.28' � 43.70 I
a /
e
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N
2 �
/
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mN /
" !
\
(TYP)ELEV,: 335.91'
e
&342.78
1 _ 1
ePIP PROPOSED
TWO-STORY BUILDING`S
� FIFE: 443.80
BAFFLES (TYP) \ I I I 1 I I I { NEWCASTLE VENTURES LLC
DB 12256 PG 2189
GROUND STABILIZATION
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
1 -Year
13.46
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
18.o5
0
HIGH QUALITY
24.13
24.13
WATER (HQW)
7 DAYS
NONE
ZONES
0
in
Head on Skimmer =
0.333
IF SLOPES ARE 10' OR
SLOPES STEEPER
V
LESS IN LENGTH AND ARE
Dewatering Time (days)
7 DAYS
(Suggest about 3 days)
THAN 3:1
LLT
NOT STEEPER THAN 2:1,
O
W
14 DAYS ARE ALLOWED
�-w
7 DAYS FOR SLOPES
SLOPES FLATTER
U
14 DAYS
GREATER THAN 50 FEET IN
THAN 3:1
V
LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES)
Extensions of time may be approved by the permitting authority based
on weather or other site-specific conditions that make compliance
impracticable. (Section 11.B(2)(b))
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PIN 0754552776
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EASEMENT FOR PRIVATE i I J 11 ` 1 1 ' i i �r %:g' / / oS�P� / f **
DRAINAGE AND WATER� /t1�r
`DETENTION � I i I I I � � � e ��- - �..-`.;-...•� lip - ♦ ,
/ / I .1.2005, PG. 1550 I I i I I I ' J:\ : -: / / / 0-
i '1-1-- 'r �- EX. 42.33 X :. 42.04
SKIMMER (TYP) I i I I I I \ , EX. 42.06 342.09
341.95
/
o ".. 42.00 , l / / EX CB 92 EX RISER SB60 I i it �MAx 2l0 TOP: 341.01'
RIM: 337.31' _ ' I \ CROSS SLOPE
ORIFICES(4 SIDES): 335.57' - - _ _ / I \ \ \ EX. 42.06 ap \ // INV. OUT: 337.76'
ORIFICE DIMENSIONS: 14"H X 32"W - - - - - - 7 \ \ \ EX. 41.89 O/ /
ORIFICE(NORTH SIDE): 330.13' - 333 - - I \ \ \ \ ` EX. 41.80
\ ORIFICE DIMENSIONS(NORTH
\ SIDE): 12"H X 12-W
INV. OUT: 330.43'336
_ 343
EX 341.72
398- - _ _ \ \ 42.39
3EX. 341.78 ° ` \ \ /. EX. 42:53 1
!- _ •� - - _ - .-.e • \*rte : \ 42.30 - / EX. 42.55
- _ X340 •- \ ° /
_ 341--� /
1% ANNUAL CHANCE (100 YEAR)
CB 91 �� / / /
/ PER FEMA CASE #:17-044199A
LIMITS OF DISTURBANCE (TYP) ,
TOP: 41.42'
INV. IN: 336.42' ,
`, _ C 3� _ • CNV. OUT: 336.32'
EX FES 9015
ELEV.: 335.96'
`39 \ EX MH 4 RIM: 40.38' \��! �_ _�- =\'\� \ e TREE PROTECTION / /��j /
_ BOLTED LID \ _ _ _� �� _ t� _ �! FENCE (TYP)
Lice
C\�-A''`,,'
344
_ _
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'PBtdT WEREST \ \
2F
342 - \ \ - - - -/ l I l l 100 YEAR FLOODWAY
Pi
EX FES 2730"�/ �� \ \\ `� �- - _ __-_ 1 J / / e
_ / '� � � _ ADORE INTERNATIONAL LLC
\ \ \\� DB 11663 PG 1648
1 ELEV.: 330.26' COLES BRANCH _ BM 1998 PG 1522
PIN 0754554738
33 g.
new
• �•
waft1% ANNUAL CHANCE (100 YEAR) \ I ss-, -EX MH 1
r �►.� •.. ��` a ®� PER FEMA CASE # 117-04-0199A 1b, 'k
__ _ SS RIM: 40
_ftw _ �- __ INV.IN(N
aftINV. INCE
Now a• - - _ _' \ SS,_ 0 INV. OUT
oft am aftan-
Mftsm
MM-
Storm Event
Pre Development
Peak Flow /BMP
(cfs)
Post Development
Peak Flow w/BMP
(cfs)
Net Change (cfs)
1 -Year
13.46
13.46
0
2 -Year
18.05
18.o5
0
5 -Year
24.13
24.13
0
so -Year
28.29
28.29
0
r
Y
am _ ��_
• ��
SILT FENCE (TYP)
SILT FENCE
/ OUTLET (TYP)
1
LEGEND
TEMPORARY
INLET PROTECTION
CONSTRUCTIONIDISTUBANCE LIMIT
TP TP TEMPORARY TREE PROTECTION FENCE
SF TEMPORARY SILT FENCE
t ( ( ( I SILT FENCE OUTLET
NOTE
ALL STORM DRAINAGE IS EXISTING AND PREVIOUSLY APPROVED
BY THE TOWN OF CARY (00 -SP -092). FES 80, CB 81, CB 82, CB 83,
FES 90, CB 91, CB 92, FES 10, CB 11, CB 12, AND CB 13 ARE ALL
EXISTING STRUCTURES. THE ASPHALT AND CURB AND GUTTER
ARE EXISTING. THE BUILDING, SIDEWALKS, AND DUMPSTER
ENCLOSURE ARE PROPOSED.
DENUDED AREA: 1.15 AC (50,144 SF)
NOTE:
THERE ARE NO WETLANDS WITHIN THE PROPOSED LIMITS OF
DISTRUBANCE.
Bottom Width =
57 ft
Bottom Length =
100 ft
Top Width =
78 ft
Top Length =
121 ft
Storage Depth =
2 ft
Dam Height =
3.5 ft
Sideslopes =
3 :1
Volume Required =
8,190
cf
Discharge per day (Qd) =
2730
cf/day (assume 3 days)
Orifice
Eq'n:
Q = Cd * (pi/4) * D^2 * SQRT(2*g*h)
Orifice Coeffient (Cd) =
0.6
N
Gavitational constatnt (g) =
32.2
ft/s2
Desired orifice Dia. (D) =
1.43
in
Skimmer Size =
5
in
Head on Skimmer =
0.333
ft
Orifice Size =
V
in (1/4 inch increments)
Dewatering Time (days)
2.7
(Suggest about 3 days)
EROSION CONTROL NARRATIVE
THE PROPOSED OFFICE BUILDING IS LOCATED IN THE TOWN OF CARY. SPECIFICALLY, THE PROJECT IS LOCATED AT 1021
DARRINGTON DRIVE. THE ASPHALT AND CURB AND GUTTER ARE EXISTING. THE BUILDING, SIDEWALKS, AND DUMPSTER
ENCLOSURE ARE PROPOSED. THE SCOPE OF WORK INCLUDES CLEARING, GRUBBING, AND THE INSTALLATION OF EROSION
CONTROL MEASURES IN ORDER TO CONSTRUCT THE AFOREMENTIONED PROPOSED.
THE CONTRACTOR SHALL FAITHFULLY FOLLOW THE CONSTRUCTION SEQUENCE AND MAINTAIN ALL EROSION CONTROL
MEASURES AND DEVICES. THE ENGINEER, OWNER, OR TOWN OF CARY MAY REQUIRE ADDITIONAL EROSION CONTROL
MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION IF WARRANTED.
GRADING AND EROSION CONTROL NOTES
1. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION
CONTROL DEVICES.
2. ALL CATCH BASINS SHALL BE PROTECTED PER TOC ST. 04000.14 UNLESS NOTED OTHERWISE.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES
SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
4. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY SEDIMENT INTO
CREEKS.
5. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING CONSTRUCTION IN ACCORDANCE WITH TOC STD. DETAIL 04000.12.
6. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHES AT THE STORM DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED
TO ENSURE POSITIVE DRAINAGE.
7. SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS.
8. A PRECONSTRUCTION MEETING MAY BE REQUIRED FOR THIS CONSTRUCTION.
9. PERMANENT GROUND COVER SHALL BE ESTABLISHED PER THE STABILIZATION REQUIREMENTS IN THE TABLE LOCATED ON THIS
SHEET.
10. TOPSOIL SHALL BE WASTED OFFSITE OR IN FILL AREAS AS SHOWN. IF AN OFFSITE STOCKPILE IS USED, IT MUST BE PERMITTED.
11. TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF A GRADING PERMIT.
12. ALL CATCH BASIN HOODS SHALL BE STAMPED "DRAINS TO RIVER" WITH 3/4" HIGH LETTERING.
13. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
14. THE PROJECT WILL MEET ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER
CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE.
15. RISER STRUCTURES MUST BE ON SITE PRIOR TO ISSUANCE OF A GRADING PERMIT.
16. CUT AND FILL SLOPES 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE
COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF
GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED
FESCUE, OR OTHER APPROVED VARIETY.
17. THE ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS,
WHICH EVER IS FIRST.
18. ALL REQUIREMENTS OF THE NPDES PERMITS SHALL BE MET.
19. A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE ECOSYSTEM
ENHANCEMENT PROGRAM OR AN APPROVED NUTRIENT OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER
AND THE LOCAL GOVERNMENT STATING THE NITROGEN BUY DOWN HAS BEEN COMPLETED.
20. INSTALLATION OF HDPE PIPE SHALL ADHERE TO THE SPECIFICATIONS OF ASTMD2321 AND BE CERTIFIED BY AN ENGINEER
ACCORDING TO TOWN STANDARDS.
1 RETAINING WALL WILL REQUIRE A SEPARATE PERMIT FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENT.
2. R N NG S Q
22. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTILL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANYCE(CO). THE FENCING SHALL BE
REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
23. TREE PROTECTION FENCING SHALL NOT ME MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED
F THE TOWNS ZONING LANDSCAPING
AREA(S) WITHOUT WRITTEN AUTHORIZATION 0 G COMPLIAN E STAFF. ANY ACTIVITY C
FENCING, OR UTILITY INSTALLATION) SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA SHALL ALSO NOT OCCUR
WITHOUT WRITTEN AUTHORIZATION FROM THE TOWNS ZONING COMPLIANCE STAFF. ANY UNAUTHORIZED ENCROACHMENT OR
DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL RESULT IN FINES AND THE REPLACEMENT OF
ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
24. TO MINIMIZE DAMAGE TO EXISTING CHAMPION TREES LOCATED NEAR THE INTERIOR EDGE OF TREE PROTECTION AREAS. THE
CONTRACTOR SHALL CUT TRENCHES, A MINIMUM OF TWO FEET DEEP, ALONG THE LIMITS OF DISTURBANCE IN ORDER TO CUT,
RATHER THAN TEAR, EXISTING ROOTS.
METHOD OF WATERSHED PROTECTION:
1. THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR WATERSHED PROTECTION ORDINANCE. SITE WILL BE SERVED BY AN
EXISTING BIORETENTION DEVICE.
2. THIS PROJECT MEETS ALL OF THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED
STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE, CHAPTER 4,
PART 4.6.
3. THIS PROJECT IS WITHIN THE CRABTREE CREEK WATERSHED.
1. 10 YEAR EVENT - 5 MINUTE DURATION STORM USED FOR THE LOCAL PIPE COLLECTION SYSTEM.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. PROJECT MAY REQUIRE A PRE -CONSTRUCTION CONFERENCE BEFORE GRADING PERIT IS ISSUED.
2. INSTALL TREE PROTECTION FENCE. TREE PROTECTION FENCE MUST BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF
THE GRADING PERMIT.
3. SCHEDULE A PRECONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR. OBTAIN GRADING PERMIT.
4. INSTALL SKIMMER AND TIE IN TO EXISTING RISER STRUCTURE, AS NOTED ON PLANS.
5. CLEAR AND GRUB EXISTING BIORETENTION AREA; CONVERT TO SKIMMER BASIN PER DETAILS.
6. INSTALL REMAINING EROSION CONTROL MEASURES PER APPROVED PLAN (SILT FENCE, DIVERSIONS, SKIMMER BASINS, ETC.).
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
7. SCHEDULE AN INSPECTION OF INSTALLED EROSION CONTROL DEVICES WITH EROSION CONTROL INSPECTOR. RECEIVE
CERTIFICATE OF COMPLIANCE FROM INSPECTOR.
8. BEGIN CLEARING AND GRUBBING SITE. CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS NECESSARY,
9. INSTALL STORM SEWER AND OTHER IMPROVEMENTS PER APPROVED PLANS. CONTRACTOR SHALL MODIFY EROSION CONTROL
DEVICES AS NECESSARY TO ENSURE THAT RUNOFF IS DIRECTED TO APPROPRIATE EROSION CONTROL DEVICES. COORDINATE
THESE ACTIVITIES WITH EROSION CONTROL INSPECTOR TO ENSURE COMPLIANCE.
10. STABILIZE DENUDED AREAS AS THEY ARE BROUGHT TO FINISHED GRADE WITH VEGETATION. SEEDING AND/OR MULCH SHALL
BE APPLIED TO DENUDED AREAS WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
11. SCHEDULE AN INSPECTION WITH EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE/MODIFY TEMPORARY EROSION
CONTROL DEVICES. FOLLOWING REMOVAL, INSTALL PERMANENT EROSION CONTROL DEVICES. BASINS THAT ARE IN THE
VICINITY OF FILL SLOPES SHALL NOT BE REMOVED FOR FILLING WITHOUT TOWN APPROVAL.
12. CONVERT SKIMMER BASIN TO BIORETENTION PER SPECIFICATIONS ON SHEET C3.1.
13. ONCE VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION AND OBTAIN A CERTIFICATE OF
COMPLETION.
14. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ADA COMPLIANT CONSTRUCTION ENTRANCES WHERE APPLICABLE.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION DEVICES. WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6 -INCHES DEEP AT THE FENCE. THE
SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SPECIFICATIONS IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
NOTE:
THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE
REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE 0 ENCROACHMENT INTO SUCH PROTECTED AREA(S)
WITHOUT WRITTEN AUTHORIZATION OF THE TOWN'S ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING, OR
UTILITY INSTALLATION) SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT
WRITTEN AUTHORIZATION FROM THE TOWN'S ZONING COMPLIANCE STAFF. ANY UNAUTHORIZED ENCROACHMENT OR
DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE
REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
EROSION CONTROL SPECIAL NOTES:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED SO
THAT MUD IS NOT TRACKED ONTO ADJACENT STREETS. IN THE EVENT THAT THE GRAVEL CONSTRUCTION ENTRANCES ARE
NOT PROPERLY MAINTAINED, OR OTHERWISE INEFFECTIVE, THE TOWN OF CARY, OWNER, OR ENGINEER MAY ISSUE A STOP
WORK ORDER, WHICH SHALL REMAIN IN EFFECT UNTIL SUCH TIME AS THE PADS ARE RESTORED AND REPLENISHED AND UNTIL
ANY RESULTING MUD AND DEBRIS HAS BEEN SATISFACTORILY REMOVED FROM THE ADJACENT STREETS BY THE CONTRACTOR.
a�
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
GRAPHIC SCALE 16 -SP -071
20 ° ,°20 40
1 HTE #:17-0407
1 inch = 20 Ft. Approved by the Town of Cary
Development Review Committee
Planner
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Job No.
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Date
Designer
10.13.16
GL
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Revisions
1 REVISIONS PER 11.22.16
COMMENTS
2 REVISIONS PER 02.13.17
COMMENTS
Sheet No.
C3.0

2/27/2017 Corporations Division
NINA
North +Carolina
Secretary ZEET >✓ STATE
PO Box 29622 Raleigh, NC 27626-0622 {919}807-2000
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: The Lundy Group, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation
Registered Agent:
Corporate Addresses
0235996
Current -Active
Current
Foreign
10/5/1988
December
DE
Baker, James P, Jr
Principal Office: 3708 Forestview Rd. Ste. 103
Raleigh, NC 27612-2391
Reg Office: 3708 Forestview Rd. Ste. 103
Raleigh, NC 27612-2391
Reg Mailing: PO Box 33279
Raleigh, NC 27636-3279
Mailing: PO Box 33279
Raleigh, NC 27636-3279
Officers
President: James Pray Baker Jr
PO Box 2449
Southern Pines NC 28388
Stock
Class: COMMON
Shares: 3000
Par Value: 1
Account
Login
Create
Site
Account
https://www.sosnc.gov/Search/profcorp/5062570 1/1

S CO
/ O
ip
d `
e l \
<d
O \
O
I
PROPOSED
TWO-STORY BUILDING I`
FFE: 443.80
i/
O
O
O
/ d
O
/ O /
O /
/
/
/
U
I
/j/
i
J
TEMPORARY ROAD FOR DUMPSTER
CONSTRUCTION ACCESS
TOTAL NEUSE BUFFER IMPACTS:
• ZONE
•• TEMP: 750 SF
•• PERM: 0 SF
• ZONE 2
•• TEMP: 710 SF
•• PERM: 649 SF
NEW IMPERVIOUS IMPACTS:
• ZONE 1: 0 SF
• ZONE 2: 710 SF
IMPERVIOUS AREA TO BE SWAPPED: 15 SF
EXISTING IMPERVIOUS IMPACTS:
• ZONE 1: 160 SF
• ZONE 2: 2328 SF
TOTAL NEW PERMANENT IMPACTS: 649 SF
TOTAL TEMPORARY IMPACTS: 1460 SF
LEGEND
ZONE 1
TEMPORARY IMPACT
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 Ft.
E
W
Z
Q
� m
X
Lu W
W
LL
LL
m
ZONE 2
TEMPORARY IMPACT
ZONE
EXISTING IMPERVIOUS
ZONE 2
PERMANENT IMPACT
ZONE 2
EXISTING IMPERVIOUS
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 Ft.
E
W
Z
Q
� m
X
Lu W
W
LL
LL
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2/27/2017
NC Surface Water Classifications
-2-
Coles x � 0, toll
Show search results for toles A.'
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PTI'
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400ft f 3 -Ji
https://ncdenr.maps.arcgis.com/apps/webappviewer/index.htm I?id=6e125ad7628f494694e259c80dd64265
O BP
Food
Lion Dollar
Tree
C arrnil�--
Cinemas Park
Place 16
Surface Water Classifications:
Strearn Index: 27-33-3 NI
Stream Name: Coles Branch
Description:
From source to
Crabtree Creek
Classification:
C;NSW
Date of Class.:
April 30, 1988
River Basin:
fro
What does this
More info
Class. mean?
�g
O BP
Food
Lion Dollar
Tree
C arrnil�--
Cinemas Park
Place 16
Surface Water Classifications:
Strearn Index: 27-33-3 NI
Stream Name: Coles Branch
Description:
From source to
Crabtree Creek
Classification:
C;NSW
Date of Class.:
April 30, 1988
River Basin:
Neuse
What does this
More info
Class. mean?
Zoom to
a
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'0
City of Raleigh, Town of Cary, State of North Carolina DOT, Esri, HERE, Garmin, INCREM1/1

GRAPHIC SCALE' !�
0 40 80 14 J44
s
1 inch = 80 ft. i ` "+. JAck.
ON�,.
...
1
0
o •
. w
NOTES:
1) PRELIMINARY BUFFER DETERMINATION PERFORMED BY WR ON 02/08/2017.
' p 2) STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, +
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
STREAM/BUFFER LOCATIONS SHOULD BE SURVEYED PRIOR TO DESIGN.
s o 3) BUFFER SUBJECTIVITY NEEDS TO BE VERIFIED BY NCDWR.
4) THERE ARE NO WETLANDS WITHIN THE PROPOSED PROJECT AREA.
3 ;! WithersRavenel
PRESTON WALK PRELIMINARY BUFFER DETERMINATION EXHIBIT
Engineers I Planners I Surveyors
ECARY WAKE COUNTY NORTH CAROLINA