20081697 Ver 1_WQC or EMC Recommendation_20160309 (2)

State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
Nviswn 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 026.0233)
✓ Major Variance ❑ Minor Variance
❑ Catawba River Basin (15A NCAC 02B.0243)
❑ Randleman Lake Water Supply Watershed (15A NCAC 026.0250)
❑ 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 028.0606 & 15A NCAC 02B.0607)
A. General Information
1. Applicant's Information(if other than the current property owner):
Name: R.L. Properties, LLC (Attn: Devaul Dess Langden)
Title: Owner
Street Address: PO Box 2050
City, State & Zip: Angier, NC 27501-2050
Telephone: [phone]
Email: [e-mail]
2. Property Owner/Signing Official (person legally responsible for the property and its compliance):
Name: R.L. Properties, LLC (Attn: Dess Langden)
Title: Owner
Street Address: PO Box 2050
City, State & Zip: Angier, NC 27501-2050
Telephone: [phone]
Email: [e-mail]
FORM: VAR 10-2013

3. Agent Information:
3a. Name: Bob Zarzecki
Company Affiliation: Soil & Environmental Consultants, PA (S&EC)
Street Address: 8412 Falls of Neuse Road, Suite 104
City, State & Zip: Raleigh, NC 27615
Telephone: [phone]
E-mail: bzarzeckilcDsandec.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):
5. Project Location:
5a. Street Address:
City, State & Zip:
5b. County:
PARKWAY POINTE OFFICE PARK — LOT 5
Center Pointe Drive
Cary, NC 27511
Wake
5c. Site Coordinates (in decimal degrees): 35.7630 Latitude -078.8238 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): 0753222792
6b. Date property was purchased: 01/17/2006
6c. Deed book 011775 and page number 02107
6d. Map book 1989 and page number 923
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)?
7b. If you answered yes above, what is the total percent of impervious cover that you have proposed within the AEC?
FORM: VAR 10-2013 Page 2 of 6

8. Directions to site from nearest major intersection:
From US -1 and US -64, travel west on US -64 to, travel south 2.5 miles, turn right (north) onto Laura Duncan Rd., travel north on
Laural Duncan Rd. 1.5 miles, turn right onto Center Pointe Dr., the property will be on your left.
9. Stream associated with riparian buffer to be impacted by the proposed activity:
Name
Water Quality Classification
Unnamed tributary to Crabtree Creek
(Stream Index No. 27-33-(1))
"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:
B. Proposed Activity
1. Project Description
1a. Provide a detailed description of the proposed activity including its purpose:
The property is an existing 1.25 acre commercial lot platted in the late 1980's. Of the 1.25 acres, only 0.5 acres is located
outside of the 50 -ft Neuse River Buffer. The applicant intends to build a 3 -story office building and associated parking lot
and required stormwater management facility. A 3 -story office building is proposed to minimize impacts to the buffer. The
purpose is to develop the lot for its intended purpose.
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
0 Location and dimension of the proposed buffer impact (label the area of buffer impact in ft2 on the 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
FORM: VAR 10-2013 Page 3 of 6

C. Proposed Impacts and Mitigation
1. Individually list the square footage of each proposed impact to the protected riparian buffers:
Buffer Impact
Required
Zone
Number'—
Reason for Impact
Buffer
Zone 1 Impact
Zone 2 Impact
Permanent (P) or
(square feet)
Mitigation
(square feet)
(square feet)
Temporary (T)
Required
(2 for Catawba only)
B1 -EP ❑ T
Office Building, Parking
✓ Yes ❑ No
3,686.27
5,066.10
18,658 sf
Lot & BMP
B2 -❑P ❑T
❑ Yes ❑No
B3 -❑P ❑T
❑ Yes ❑No
Total Buffer Impacts
8,752.37 sf
'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.
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.
Payment into a private mitigation bank or DMS.
3a. Is buffer restoration or enhancement proposed? ❑ Yes ✓ 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? ✓ 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.
* Note: An acceptance letter is not provided at this time, as the major variance is not scheduled to be reviewed by the
WQC/EMC until March 2016, several months away. S&EC will review available private mitigation banks one month prior to
the meeting and obtain the necessary acceptance letter from them at that time, or from the Division of Mitigation Services
in lieu fee program if not private bank is available.
FORM: VAR 10-2013 Page 4 of 6
Required
Zone
Total Impact
Multiplier
Mitigation
(square feet)
(square feet)
Zone 11
3,686.27
3
11,059 sf
(2 for Catawba only)
Zone 2
5,066.10
1.5
7,599 sf
Total Buffer Mitigation Required:
18,658 sf
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.
Payment into a private mitigation bank or DMS.
3a. Is buffer restoration or enhancement proposed? ❑ Yes ✓ 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? ✓ 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.
* Note: An acceptance letter is not provided at this time, as the major variance is not scheduled to be reviewed by the
WQC/EMC until March 2016, several months away. S&EC will review available private mitigation banks one month prior to
the meeting and obtain the necessary acceptance letter from them at that time, or from the Division of Mitigation Services
in lieu fee program if not private bank is available.
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.).
The property is currently undeveloped, mostly wooded, with no impervious surfaces. The project proposes to use a bioretention
area to treat all new impervious surfaces. A diffuse flow plan is not provided as the bioretention area will directly discharge to
the stream, after treatment.
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.
See attached "Preliminary Stormwater Management Plan". The project will utilize a bioretention area designed to the current
NC DEQ BMP Manual. The project will obtain a stormwater management plan (SMP) approval from the Town of Cary (a DWR
certified local government) that will include this device. A copy of this approved SMP will be provided to DWR prior to impacts.
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 property was platted in the late 1980's. If developed at the time the property was platted, the entire 1.25 acres could have
been developed. The 50 -foot Neuse River Buffers remove more than 60% of the property from development leaving only 0.5
acres. This 0.5 acres is insufficient to room to construct an office building with associated parking and stormwater management
devices. The applicant has proposed a 3 -story office building, rather than a 1 or 2 story building, to minimize impacts to the
buffers.
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 applicant has obtained agreement from the Town of Cary to minimize the building setback from Laura Duncan Road, which
allowed for additional minimization of buffer impacts. The applicant was also able to only require a single access drive to the
property and avoided the need for a second access drive onto Center Pointe Drive. This avoided the need to cross the stream and
buffer and what would have been additional buffer impacts. As such, the entire south side of the stream will be left undisturbed,
to include the buffer and an additional small portion of land between the buffer and Center Pointe Drive.
FORM: VAR 10-2013 Page 5 of 6

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 property is bisected by a iurisdictional stream (with a 50 -foot riparian buffer) which flows in a generally westward direction.
Site elevations range from roughly 402.00 feet to 422.00 feet. Existing site topography, and the existing stream and buffers,
significantly reduce the buildable acreage on the property. Available survey data indicates that roughly 0.50 acres of the
property is located outside of the 50 foot buffer. This means that roughly 60 percent of the property would be otherwise
undevelopable without impacts to the buffer.
4. Explain whether the hardship was caused by the applicant knowingly or unknowingly violating the applicable Buffer Rule.
No violation of the applicable Buffer Rule has occurred.
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?
Yes. The property was purchased by R.L. Properties, LLC on 01/17/2006. However, the proposed use of the property is consistent
with its original intended use and the surrounding developments, and the resulting hardship to fulfill this use remains the same
regardless of ownership.
6. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.
There are few undeveloped commercial lots in this area platted back in the late 198O's as this lot was, and it's even more rare to
have one with over 60% of the lot now taken over by riparian buffers that did not exist at the time the lot was platted. As such,
we believe this is an unfortunately unique situation to this property and a widespread condition.
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
I, R.L. Properties, LLC (Attn: Devaul Dess Langdon) (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.
Signature:
Bob Zarzecki, S&EC - Agent
Bob Zarzecki
Digitally signed by Bob Zarzecki
DN: Bob Zarzecki, o PA, Wetlands
Department, email=[e-mail], c=US
art rzecki dec
Date:
December 11, 2015
Date: 2015.12.11 15:01:15 -05'00'
FORM: VAR 10-2013 Page 6 of 6

Soil & Environmental
11010 Ravm Ridge RaW
R,dcjg Noah Mina 27614 -
wwwSa com
onsuu.ltants, PA
,bDui : (914) 84&5900 - F= [phone]
AGENT AMORIZATION FORM
All ,9n o I±34 =' cd The -0
u '
'rJUVAMa
n
�got,
Phone:
Project 1'41as moescription: 1 �g —
Date:
"c�C17-�KInJl�
'Che Department of the Army
U.S. Arany s OMS of F -U CM, Wi1miDSIOtt IDisuirt
PA Box 1890
Wilmington, NC 28402
Attn:-�-
Rield Offs=
Re: Wetlands Related Consulting and ftrmitring
To Whom It Way Concerti:
wr2c Project # 10931
I, the currwt land0wrter ar mutricipal 0Flieial, hereby dcstgnate.md authorize Soil & *0r1tnenta1 Cansultams.
PA to act inmy behalf is my agent in the processing orpermtt applications, to fttraish upon request supplemental
infb tion in ;tuppart Of applications. etc. from this day forward. The day of
jUs notMr-,ation super scdes any previous corresponds nee conc=ing the agent for this project.
NOTICE. This authorization, for liability and profeiiional Courtesy rensuai, fit vaiid only for government officials to
enter the property when accompanled by S&tC stafL You Should call S&EC to arrange a site meeting prior to
visiting the Site_
Dtgu,ti Qajn5 t'r1 doO
print propejV owner's or Municipal Official's Name
cc: M1 L Cyndi KAMIy
NNCDE R-DWQ
2321 Cmbtrcc BOUICMId
Ralalgh, NC 27604
236 Lobillip CUUM Suite C
Concord. NC 28025
Mont, [phone]
Fun. [phone]
0
Propm ty owner's ar mu;&Pat ffieia! s Sisrild
ccs Mr. Sots /. v=cld
Sail & 1=nvironntental ConsuluuttnY PA
Grecnahctru.(?tiieI
3817-E lYriuft dWt britt
Grewsbaro. NC 2740
}atone (386] 540-82.14
Fax: (336) $44-8235
GVO)01200 'd VSE86E9616(XHJ) SNOS � N009NUI 9 0 2V :E l (nHl)8002-92-9f1d

BK011775PGO2107
WAKE COUNTY, IC 158
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED 8 RECORDED ON
01/17x2666 AT 10:34:06
BOOK:611775 PAGE:62107 - 62111
•
WAKE COUNTY, HC 279
LAURA M RIDDICK
RE TER OF D
PRESEN ECORDED ON
ZAWLESTATE
/16! S A 1:38:35
OF NORTH OLIVA
EXCISE'TAX: $87
BOOK:811733 PAGE:02263 - 62265
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Stamps:8$ 7.00 Parcel Identifier No: 0160278
After recording, MAIL TO GRANTEE This deed was prepared by: Moore & Alphin., PLLC
Brief description for the Index: Lot 5, Parkway Pointe Office Park *This r'ped is brding re—recorded
o 11lc-G-S—La-36 1 to include a cignat-11ra- pa e which
vm ; ] Fft aQ�t t in o rrox. I am sig�nrting as the attorney who drafted
THIS DEED is made t �s 15 day of December, 2005, by and ertween the 6riginal document.
GRANTOR
Parkway Development Co.,
a North Carolina general partnership
GRANTEE Win4le��
VA
R. L. Properties, LEC,
a North Carolina limited liability company
130 Pope's Lake Road
Ander, NC 27501
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in the City of Cary, Cary Township, Wake
County, North Carolina and more particularly described as follows:
All of Lot 5 in Parkway Pointe Office Park, as shown on a map recorded in Book of
Maps 1989, Page 923, Wake County Registry, to which map reference is hereby made
for a more particular description, and together with together with all of Grantor's right,
title and interest in and to the right-of-way of Centre Point Drive.
The property herein described is a portion of the property was acquired by Grantor by instrument
recorded in Book 3906, Page 232, Wake County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.

BK011775PGO2108
AND THE GRANTOR covenants with the Grantee that Grantor is seized of said real property in
fee simple, has done nothing to impair such title as Grantor received, and that Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or
through Grantor, except for the exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions:
1) The lien of ad valorem real property taxes for 2005 and thereafter.
2) Easements of record affecting the property.
3) Restrictive covenants of record affecting the property.
IN WITNESS WHEREOF, Grantor has caused this instrument to be signed in its name by its duly
authorized general partners, as of the day and year first above written.
Parkway Development Co.,
a North Carolina general partnership
By: K. Hovnanian Homes of North Carolina, Inc., formerly known as The New Fortis Corporation
General Partner
By:
Michael J. Reiser, Vice President
of North Carolina — County of Wake
I, the undersigned, a Notary Public in and for the above County and State, hereby certify that Michael J.
Reiser, Vice President of K. Hovnanian Homes of North Carolina, Inc., a North Carolina corporation,
formerly known as The New Fortis Corporation, a general partner of Parkway Development Co., a North
Carolina general partnership, personally appeared before me this day and acknowledged that, by authority
duly given, he signed the foregoing instrument for and on behalf of the corporation as general partner of
the partnership.
Witness my hand and official stamp or seal, this the 1 day of December, 2005
i
01 A R r't Notary Public S 2a�
My Commission Expires:
ti

BK011775PGO2109
A
Parkway Development Co.,
a North Carolina general partnership
By: Monumental Life Insurance Company, a Maryland corporation, successor in interest of
Richland Prop s, Inc. eneral partner
By:
N40(me: Steven(ers
Title: Vice President
State of Iowa — County of Linn
I, the undersigned, a Notary Public in and for the above County and State, hereby certify that
Steven Myers, a Vice President of Monumental Life Insurance Company, a Maryland corporation,
successor in interest of Richland Properties, Inc., a general partner of Parkway Development Co., a North
Carolina general partnership, personally appeared before me this day and acknowledged that, by authority
duly given, he signed the foregoing instrument for and on behalf of the corporation as general partner of
the partnership.
Witness my hand and official stamp or seal, this the 13 of December,
[Stamp or seal] f L
NE
TAMI FRAZIE M�- �" )�
Notary Pub]ienE7� -- •I USSION NO. 140687My Commission Expires:
!S5 ON E{FlRES-D

BK011775PGO2110
1
•
I
LBOOK:011733 PAGE:022G3 - 022GS J
Yellow Probate sheet is a vital part of your recorded document.
Please retain with original document and submit for rerecording.
Wake County Register of Deeds
WAK
E Laura M. Riddick
COUNTY Register of Deeds
NORTH CAROLINA
North Carolina -- Wake County
The foregoing certificate of
Notary(ies) Public is (are) certified to be correct. This instrument
and this certificate are duly registered at the date and time and in the book and
page shown on the first page hereof.
This Customer Group
# of Time Stamps Needed
Laura M. Riddick, Register of Deeds
�0
Assistant/Deputy Register of Deeds
This Document
New Time Stamp
# of Pages
22,004-7/11103

BK01 1775PGO21 11
' BOOK:011775 PAGE:02107 - 02111 I
Yellow probate sheet is a vital part of your recorded document.
Please retain with original document and submit for rerecording.
Wake County Register of Deeds
WAK
E Laura M. Riddick
COUNTY Register of Deeds
NORTH CAROLINA
North Carolina — Wake County
The foregoing certificate of
Notary(ies) Public is (are) certified to be correct. This instrument
and this certificate are duly registered at the date and time and in the book and
page shown on the first page hereof.
Laura M. Riddick, Register of Deeds
By:
Assistant/Deputy Register of Deeds
This Customer Group This Document
# of Time Stamps Needed Id New Time Stamp
Ad # of Pages
22.00¢7111103

POP.
Sl r
4 •fir.
APO
POP. 2.8, T
21,
1, Leonard H. Sullivan, Jr. , do hereby certify that
this plat was drawn under my supervision from an actual survey
made under my supervision using references shown hereon;
that the boundaries not surveyed are shown as broken lines plot-
ted from information shown hereon; that the ratio of precision
as calculated by latitudes and departures is 1 : 102000 +
that this plat was prepared in accordance with G. S. 47.30 as
amended. Witness my, original signature, registration number,
and seal this 24 th day of JUIY , A.D., 19 89
,,,,,sss.trrzr.ejt i
Surveyor
SEF�L�.
�» r L.2321 c--
L-2821
a A
�C_ � Registration Numberts
North Carolina, WAKE County.
I, a Notary Public of the County and State aforesaid, certify I
that Leonard H. Sullivan, Jr. , a Registered Land Surveyor, personally I
appeared before me this day and acknowledged the execution of
the foregoing,instrument. Witness my hand and official stamp I
or,e i, -,skis c24th day of July
* T _WI
Not
Public
pli P 1 �I
eal or Starnp� w
'� 7t ••0000..•` I
1 ♦ J
My,eor4ntis�s.ioh�♦�e`♦xpiresJuly 21, 1990 a.
C� a of opprveal and acceptance drdr of
Certificate ofowners and dedicotioa This) /T>Ap.ay + M ?y?� O
certifies that the undersigned is (are) the own- � � rolido
er(s) of the property shown on this map, hav the town alert of Car}, North Cana, roved this
ing acquired title thereto by deed(s) recorded tatrtif5• that the Toots of Carr app the dedication of
in the office of the register of deeds of Wake plat or map and accept
County, *North Carolina or otherwise as shown the c-,reets, e25en.rnM noavcr•way =a Pub' 1
;below and that by submission of this plat or lic parrs shown thereon, but nss=e no re-
-n spa
for approval, L we do dedicate to the Town sponstbility to open or tnainte.:a the same.
of Cary for public use all streets. easdments, until in the opinion of the governing bo
d
y Of
ic interest
rig%ts•of-way and parks shown thereon for the Town 6f Carp it is in the P�
all lawful purposes to which the town may to do so.
devote or allow the sarne to be used and upon 8 _ p 191
acceptance thereof and In accordance with all
town policies, ordinances and regulations or Date
conditions of the Town of Cary for the benefit
of the public, said dedication shall be irrevo• To.n be
cable (provided dedications of easements for TOWN OF CARP
storm drainage are not made to the Town of ' NORTH CAROLINA +
Cary but are irrevocably made to the subse- DEPARTMENT OF PLANNING AND DEVELOPMENT
quent owners of any and all properties shown
hereon for their use and benefit subject to the in accordance with the Subdivision Regulation of
conditions of (b), (c), (d), snA (f) of Section 1 of the Town of Cary, Section 79 ( ) . I hereby certify
the'•town storm drainage policy" as the same that this plat has been approved for recording in
may be from time to time amended). Book the offi a of the county recorder.
No. . Page No
rt' naturets) of Ov. erg)D1 ECTOR DATE
LEGEND
0 Existing Iron Pipe
0 Iron Pipe Set (Unless otherwise designated)
E: Existing Concrete Monument
❑ Concrete Monument Set
Zone PUD / Oal
Tax Parcel MAP 571, PART OF PARCEL 3
RECORDED WAKE COUNTY BOOK 1989 PAGES
N25997 AveJ.r.le from Sin Vo.. S,PPIV Cu - A0•.. N. C.
NORTH CAROLINA - WAKE' COUNTY
The foregoing certificate f ...............of ..........................................
...........
Notar (y) (ies) (are) certified to be correct. This instrument was
presented foyegistration and recorded in this
.... office. ?/i�i
This�B.y of ...... ..............199of/, ai. o'clock, /f"...
M.
Kenneth C. 000Wilkins,Register of Deeds
By0. 0000... ........
Dep ty Register of Deeds
THIS P T NNppT TO BE RE�O,R�QEQp
AFTER `i''�L DAY OF
1 COPY TO BE RETAINED FOR THE
CITY.
THIS PLAT ISVN GOUT OF THE
CITY LIMITS. -Vkq0j
REFERENCES
I.) BOOK OF MAPS 1987, PAGE 1887
2) BOOK OF MAPS 1987, PAGE 1888
3) BOOK OF MAPS 1987, PAGE 1889
4) BOOK OF MAPS 1988, PAGE 182
5) AN UNRECORDED MAP BY KEN-
NETH CLOSE, INC. ENTITLED "A
PART OF PARKWAY — A PLANNED
UNIT DEVELOPMENT " AND DATED
MARCH 24, 1986.
Sullivan Survey Company
975 Walnut St. [phone] Cary, NC
50 25 0 50 100 150
SCALE IN FEET
ic,
v1
[A Lot
AAPS 1988, PAGE 182
LOTS 5 & 6
PARKWAY POINTE OFFICE PARK
CARY, WAKE COUNTY, NORTH CAROLINA
SCALE I"=5d JULY 18, 1989 DRN. BY STH
NOTE: MINIMUM BUILDING SETBACKS TO BE DETERMINED
AT SITE PLAN STAGE.
Project No. 510187.2

Pro'IectNo. Scale: SKETCH MAP SOURCE:
10 l.w1 1"=200' LAT 5 2005 WAKE COUNTY R 11010 Raven Ridge Rd.
Project Mgr. Drawn By: ORTHOPHOTOS Ra' ' h NC 27614
BZ MM PARKWAY POINTE OFFICE PARK c050753_13,14, 919.84&5900
_
Date: 6/18/08 WAKE COUNTY, NC 17&18.sid

Lot 5 Parkway Pointe Office Park S&EC No. 10931
Minor Variance Request Photos taken June 24, 2008
View of northwest side of property at Center Pointe Dr & Laura Duncan Rd intersection.
.;
View of property fronting Laura Duncan Drive. Proposed driveway location.
Page 1 of 3

� ATE
Start Buffer
GPS Poinis (jif
provided)
Michael F. E asley, Govennon
F
Q 9
-� �
N arth Canalina Dapartmunl o1
William G. Ross Jr., SecnetarN
Envinanmeal and N alural Resources
cn r
A
Fllan \Al. Klirriek, R.B. Clinecton
Colleen F . Sullins, Deputy Directan
p
Division al \A alen Quality
Navemder 8, 30(14
pti ,
Mr. Seat I Cllart
h
S&EC
NOV 10 2004 ►
1 la1(1 Riven Riddle Raad
t
Raleigh, NC 11614
i
NHRRC 04-37(1
CouinIN: Wake
HA SIN:
Neuse Rliver X
Tar-Pamliaa
(15A NCA(I 2H .(.1233)
(15A NC,AC :IH .(12951;
C amplainl
NOV Duilfer
Determinations X
Inc:idenil Al
Appeal Call
Projecl Name: Cenderpoinile Praperty
Local ion/D:ireclictns: Centerpainde Drive/CaryParkvday in Caryl, NC
Suibjeat Struam: UTI to Cralbtilee C meak
Date of Determination: 10/18/04
Fe�itwe
Start Buffer
GPS Poinis (jif
provided)
EndHuftr
Stream
Farm
Appeal
Call
Located
an Sail
Survey
Lacatec tin
USGS
Topographic
A
Subject
X
Fllaleigh Regional Qf rAi 1(128 Mail SeruicfI Clenten
Walen Qualily Suatian Raleigh, NC 279519-192(1
pt ane (9'151) 571-� 700 Custorrien SEIrvice
ilacsimila [phone] '1-877-623-6748

.1'l/8A2004
Page 2 cll 2
This cin -shit aelermina ill shad! ezpiire five (5)years frcim the daite of thlis letilco. Laindemneus c i nffeeiledy4 soil
ilhail dispute al determinatiiori madei by t/le DWQ cirDeleglated LcicclJAsalhorityilhaul a surfacei Kator imisils ana ill
it is sul jeicil tc ill 6 uffer ruile may reigssest a deiteirmMailkin By ill D irecilor. A request fou ai detlermiinailiain by 1Ihe
Director shall bei referred to tlhei Llireicticir in wril c%i Cynai Karody, DWQ Ifdilands,,4611 Glnit, 213:11 Crailltree
IIJva., Alaleilg/1,111C:1 II604-12160. lhaiviiduaiis thlait diispnilei ai aeileisvninaitliain 6111 ilhe DWQI airDelegailea 11cin-ail
A utlhciritythat "exiempiLs" ai surfaicei waiter from the buffer rules may ask fcir an aia j laths is iry hloaring. %kiu musil
acct within l 6 says of the date tlhaul you receive this letter. Appdicaints arei heireiby nati led ilhatl ilhe 60-a ay a-ilauluji l
appeal time goes not sill ur, iliJ Ilei affected party (including downsilream and adja cent landowners) is ncil of
thus decision. DMC reciommenas j1haul Ilei applicant cionauct this noilifscatic r In order ilo be certain Mail tlhircJ
party a ppeails are maiaei in a slim ely manneir. To ask fc si ai hhecring, sena a wrJuen geliilicin, mhieh confcirrr s, to
Chapter 1!16B cj ill North Carcilira General Silaitutes tci ilhe Offcei afA dm in istrcu6ivei Hearings, 67114 Mc id
Servicei Center, Raikiighl, ALC. 271699.6714. T his 4elerminau6ioin is inaJ and bindUg sunless you ask fcir ci Ilei, rind
w,itlhin 60 days.
7'hhei (ohiner/failures aiwr ers) shciuld na df) ilhei Libiision e f Water Quality (inclasding any otheir Lacal, Stater and
FeaemI Agenciies) of this deicisiain ccnceirning ary fuilure correspondeinces regarding Ilei sul jecil property (.r�6wle a
a flow). fills preie cll majl relquire al Stitition 46 4/401 fkirmill fair til el propulse a acltivity. Any inquiriews a'houdd bei
dirccileia to ilhe Mvision cj Water Qucility (Central Qfice) at (919)-733- MI6, cina the USArmj Carp cf BnAlineiers
(Aakili Alegulaltory Fick Cf lice) ail (919)4136-3441.
Men eclfully,
WI
Michas oran
F rn+iranrr.lenlail Spec. I
CC: File Carly
C entra:l Aisles
DW I c al Wei Iands Offjcu
Wake County
Tawr of Call

Preliminary
Stormwater
Management
Plan
Center Pointe Drive
Cary, NC
SUC Project No.10931.D1
October 2015
11CA
91I�f��ff
SE AL
CL
Patrick K. Smith, PE
NC License No. 25525 �,111ICKIKWS ��
Environmental Consultants,
$412 halls of Neuse Road, Suile 104, Ralcig, NC ?7[ 15 • Phone: [phone]W
ta,dm,cam

Table of Contents
Tableof Contents................................................................................................................. i
Listof Figures.......................................................................................................................ii
Listof Appendices..........................._....................................................................................ii
Project Location, Background &Description...................................................................... 1
Preliminary Stormwater Management Plan.......................................................................1
Limitations........................................................................................................................... 3

List of Figures
Figure i —Vicinity Map
Figure 2 — USGS Topographic 'Map
Figure 3 — Wake County Soils Survey Map
List of Appendices
Appendix A — Preliminary Stormwater Calculations
Appendix B — Preliminary Construction Drawings
Appendix C — Draft Operation & Maintenance Agreement

Project Location, Background & Description
This report describes the Preliminary Stormwater Management Plan for the parcel
located at immediately southeast of the intersection of Center Pointe Drive and Laura
Duncan Road in Cary„ NC which is proposed for commercial development. See figures 1,
2 and 3. The 1.75 acre property (PIN 0753222792) is currently owned by RL Properties,
LLC of Angier, NC.
The property is bisected by a jurisdictional stream (with a 50 -foot riparian buffer) which
flows in a generally westward direction. Site elevations range from roughly 402.00 feet
to 422.00 feet. Existing site topography, and the existing stream and buffers,
significantly reduce the buildable acreage on the property. Available survey data
indicates that roughly 0.50 acres of the property is located outside of the 50 foot buffer.
This means that roughly 60 percent of the property would be otherwise undevelopable
without impacts to the buffer.
A preliminary site development plan provided by the owner calls for the construction of
a three-story commercial building and associated parking areas near the northern
property corner. The proposed Preliminary Stormwater Management Plan (SMP)
described in further detail below provides for the construction of a bioretention area to
provide stormwater treatment for the developed portion of the property. Portions of
both Zone 1 and Zone 2 of the riparian buffer will be impacted by site construction
including the proposed bioretention area. Details of the proposed impacts are provided
in the Construction Drawings in Appendix B.
Preliminary Stormwater Management Plan
We utilized guidance from the current version of the NCDEQ Stormwater Best
Management Practices Manual (dated 07-24-2009) for the design of the proposed
bioretention area retrofit. This Preliminary Stormwater Management Plan (Plan)
describes the proposed preliminary site development plan, the location and general
configuration of the proposed stormwater bioretention area, as well as the various
components of the device.
As part of our preliminary design effort an N.C. Licensed Soil Scientist performed a site
visit to evaluated existing soils and to determine the depth to the seasonal high water
within the vicinity of the proposed bioretention area. Site observations and boring
profile data indicate that site soils will not support required infiltration from the
bioretention invert and as such an under -drain is required. Site data also indicated that
sufficient separation from the SNWT to the invert of the proposed device could be
achieved.
The bioretention area was sized using a runoff volume from the 1 -inch design rainfall for
the developed portion of the site including approximately 15,700 square feet (0.36

acres) of impervious surface (including building rooftop, parking clot, sidewalk, and
retaining walls). A runoff volume of approximately 1,300 cubic feet was estimated
based on drainage area land -use characteristics. With a desired ponding depth of 9 -
inches a bioretention surface area of approximately 1,750 square feet is necessary.
Based on the preliminary site development plan, existing site topography, and the
existing elevations within the vicinity of the proposed stormwater device the downslope
perimeter of the bioretention area may be constructed with a low -height earthen berm
or structural retaining wall. The final configuration will be determined during final
design.
Our preliminary design proposes a bioretention media thickness of 3 -feet with tree,
shrub and herbaceous species plantings. Media depth may be reduced to 2 -feet if final
design efforts (or other development conditions) indicate that a grass -lined device is
desired for use. Our design also calls for the use of a small pre -cast reinforced concrete
box riser with its crest elevation set to allow for the desired ponding depth (9 -inches
above the bioretention surface). The preliminary sizing of the proposed riser/barrel
spillway system accommodates design discharges during larger storm events (up to the
10 -year storm). As noted previously an under -drain system, connected to the riser
structure, will be utilized to allow for the drainage of treated stormwater from the
bioretention area within the desired time period.
The riser will outlet to a high-density polyethylene (HDPE) barrel (smooth interior,
corrugated exterior) or reinforced concrete pipe (RCP) which will pass through the
downslope perimeter berm (or retaining wall). The length of the barrel, the outlet
location and elevation, and outlet protection requirement (to reduce outlet velocities
and reduce the potential for localized erosion) will be determined during final design.
The riser/barrel system may be enlarged to accommodate a larger design storm event
depending on local authority requirements or an overflow within the perimeter berm
(or retaining wall) may be incorporated into the final design.
A minimum of one tree species, three shrub species and three herbaceous species will
be planted within the bioretention area. Possible planting species are shown in the
planting plan provided in Construction drawings. The final number and location of
plantings will be based on plant density recommendations provided in the BMP Manual,
the final configuration of the device, and preferences of landscape designer. Species
substitutions may be made depending on plant material availability and with prior the
approval of the Engineer_
NOTE: This stormwoterm anagement plan design is preliminary. Further design
effort for the property's development including, but not limited to, site layout and
design, final stormwater collection and connection with the proposed bioretention
area, component sizing and materials selection, stormwater volume control and

peak discharge attenuation, utilities design, geotechnical and structural design, and
temporary sedimentation and erasion control design may or will be necessary.
The site development plan and configuration of the bioretention area and its various
components may change during final design however the location and extent (acreage)
of buffer disturbance will be adhered to.
Supporting stormwater design calculations are provided in Appendix A. Further details
regarding the design are provided on the preliminary Construction Drawing provided in
Appendix R. A draft Operation & Maintenance Agreement is provided in Appendix C.
Limitations
Our analyses, evaluations, conclusions, and recommendations are based on project and
site information available to us at the time of this report and may require modification if
there are any changes in the project or site conditions, or if additional data about the
project or site becomes available in the future. This report is intended for use by our
client, RL Properties, LLC and the North Carolina Department of Environmental Quality
(NCREQ) on this project.
These findings are not intended or recommended to be suitable for reuse on extensions
of the project or on any other project. Reuse on extensions of this project or on any
other project shall be done only after written verification or adaptation by SOIL &
ENVIRONMENTAL CONSULTANTS, PA, for the specific purpose intended. Additionally,
decisions regarding any outstanding permit issues or policies issued by governing
regulatory agencies are beyond our control, and as such modifications to our evaluation,
conclusions, and/or recommendations may be necessary.

FIGURES

Appendix A
Preliminary Stormwater Calculations

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Appendix B
Preliminary construction [drawings

SITE
4
va t o'
r` T C� Rd'
1011
0 3 1614 q ,
e�
cJ��E
VICINITY MAP
(NOT TO SCALE)
ENVIRONMENTAL DE51GN FIRM:
501L * ENVIRONMENTAL CQN5ULTANT5, PA
84 12 Palls of Neuse Road, 5uite 104
Raleigh, NC 276 15
(9 19) 84G-5900
PREPARED MR:
Mr. DE55 LANGDON
RL PROPERTIE5, LLC
130 Pope Lake Rd.
Anger, NC
15 5pl 4 EnvwonmenUI Cbrnultant3. PA. N. C. fIRMI UCEN5E NO C-214 1
CC N5TRUCTI N DRAWI NG5 fOR THE
CENTER POINTE DRIVE
5TORMWATER E31ORETENTION AREA
WAKE COUNTY, NC
CONTENT5:
I . COVER, CQNTENT5, * VICINITY MAP
2. CON5TKUCTIQN SEQUENCE
3. EX15T1 NG SITE CON DITION5
4. FROF05ED 51TE CONDITIONS
5. FKOF05ED E31ORETENTION AREA DETAIL5 I * PLANTING PLAN
C. 51OKETENTION AREA DETAIL5 11
7.1510 ,ETENTION AKEA DETAIL5 III * EK0510N CONTROL DETAIL5
6. PLANTING 5CHEDULE * PLANTING DETAIL5
PRELIMINARY
NOT FOR CONSTRUCTION
co
LL
O
e,

4
Tl�e oliowInC ConntrUctlon (:'C�Uence aVVhet) to t'he construction of Center Fame Drove 5VV12
�s
Dioretention Area: P
I . Obtain Focal authority approval for con5truction of 5tormwater bioretention area.
C
a
2. Locate and mark existing utilitie5 on 5ite. Locate and mark limits of di5turb,ance with orange tree protection fence.
3. In5tall 5+It fence around perimeter of work area. All in5talled temporary 5ediment and ero5ion control mea5ure5 will be m5pected
U Y
weekly and after a major rainfall event (> 0.5 inche5) by the Contractor. Contractor to Supplement 51te er05ion control need5 a5
required by 51te condition5.. Upon in5pection, any nece55ary repair5 will be performed by the Contractor.
Mote: 8toretention area may be modified during final de,51gn to utilize gra55-lining rather than planting5 a5 5hown.
Media depth and other 6imen5lon5 may change accord}ngly.
8. Red15tribute 5tockpfled top5011 material on adjacent d►5turbe6 area5 a5 needed. Do not place top5oil on mulch. Apply temporary
5eeding mea5ure5 to di5turbed area5. Line 5urrounding 510pe5 with exce151or matting if appropriate based on 51te conditions.
9. Remove 511t fencing and any other temporary er05ion control 61eOce5 in5talled for the purp05e5 of bioretention area con5truction
after adjacent area5 and contributing drainage area are 5taballzed.
s
10. Coordinate for walk-thru inspection with owner, 'Engineer, and Contractor. FREL_I M I NAKY
inial Con5jtants. PA. N.C. FIRM UCEN5f NO. C-2 14 1 C O I V s I K U TION 5 E Qj U E N CE NOT 101K C O N15T R U CI + I
Q
U_
0
N
U
Q
U
Remove top 501 from area to be excavated for bioretention area. Stockpile a5 directed by Contractor for u5e el5ewhere on 51te.
a
'!4.
�
Surround 5tockp1le area5 with 2 rows of 5ilt fence.
w
4
5.
Excavate for in5tallation of bioretention area and under -drain 5y5tem. In5tall outlet 5tructure (rl5erlbarrel) a5directed by the
Engineer at the time of construction and based on site condition5. install under -dram 5y5tem. Engineer to approve under -drain
and 5y5tem prior to placement of bioretention area media.
Note: Retaining wal15 (by Other5) may be utilized along up5lope and down5l0pe perimeter of bioretention area.
bioretention area footprint and component configuration may require modification based on wail construction.
o
E.
In5tall bioretention media a5 directed by the Engineer and 5hown on 6rawing5. Do not compact fill media. D15tribute mulch layer
on bioretention area 5urface to depth shown on drawing5.
7.
Perform planting a5 5pec1f1e6. Engineer to be notified prior to planting to approve planting bed condition5. In5tall tree5, 5hrub5
and herbaceou5 planting5 a5 5hown in the detail5 and a5 directed by Engineer at time of con5truction.
Mote: 8toretention area may be modified during final de,51gn to utilize gra55-lining rather than planting5 a5 5hown.
Media depth and other 6imen5lon5 may change accord}ngly.
8. Red15tribute 5tockpfled top5011 material on adjacent d►5turbe6 area5 a5 needed. Do not place top5oil on mulch. Apply temporary
5eeding mea5ure5 to di5turbed area5. Line 5urrounding 510pe5 with exce151or matting if appropriate based on 51te conditions.
9. Remove 511t fencing and any other temporary er05ion control 61eOce5 in5talled for the purp05e5 of bioretention area con5truction
after adjacent area5 and contributing drainage area are 5taballzed.
s
10. Coordinate for walk-thru inspection with owner, 'Engineer, and Contractor. FREL_I M I NAKY
inial Con5jtants. PA. N.C. FIRM UCEN5f NO. C-2 14 1 C O I V s I K U TION 5 E Qj U E N CE NOT 101K C O N15T R U CI + I
Q
U_
0
N
U
Q
U

tL
p
15 Sod i CrnnronmenUi Consultants. PA. N.C. FIRM UCENSF NO. C-214 f

0
NORTH
5CALE I" = 40"
1�2Q ao
i 4
PROP05ED BUILDING FOOTPRINT,
3 5TORY, 3.500 5f PER FLOOR:
10,500 5F TOTAL
PROP05ED
RETAINING WALL
60' RCP WITH
PERMANENT BUFFER IMPACTS
LEG'EN'D
r'
EXI5TING STREAM
(sf)
ZONE I - (30' RIPARIAN BUFFER)
-- -
ZONE 2 (20' RIPARIAN BUFFER)
50G6, 10
PERMANENT DRAINAGE EA5EMENT
ZONE I IMPACT5
ZONE 2 IM ACT5
PROP05ED
RETAINING WALL
60' RCP WITH
PERMANENT BUFFER IMPACTS
ZONE I
ZONE 2
(sf)
(5F)
TOS
368G.27
50G6, 10
8752.37
NOTES:
517E DATA INCLUDING ROAD5. UTILfTIE5. WATER CONVERGENCE
5TRUCTURE5, EXI5TING CONTOUR5. 5TREAM5. 'BUFFER5.AND PROPERTY
BOUNDARY PROVIDED BY CLIENT.
1. ALL LOCATIONS, ELEVATION5. AND DIMEN51ON5 ARE APPROXIMATE,.
3. BIORETENTION AREA COMPONENT LOCATION5, ARE APPROXIMATE AND
MAY BE ADJU5T!D BY ENGINEER AT THE TIME OF CON5TRUCTION.
4. DE51GN OF RETAINING WALL5 (OF UTILIZED) TO BE PERFORMED BY
OTHERS.
5. CONFIGURATION OF BUILDING. PARKING FOOTPRINT, AND 517E FEATURE5
MAYBE MODIFIED DURING FINAL DE51GN.
G. BUFFER IMPACT5 A5 5HOWN IN TABLE . PROFC)5ED IMPACR5 WILL NOT
INCKfA5E.
15 Sod 4 Enor©nrnental Con5ultant5. PA. N.C. FIRM LICENSE NO. C-2141
EX15TING RIGHT -Of -
WAY LIMIT
o' V 010m6
mad
\ 11111'*;' - —.
PROP05ED PARKING
AREA
EX15TING
RETAINING WALL
PROP05ED
DUMP5TER PAD
PROP05ED BIORETENTION
LOCATION. 5EE DETAIL5,
RETAINING WALL5 (BY
OTHER5) MAY BE UTILIZED
ALONG UP5LOPE AND
DOWN5LOPE PERIMETER5
UND15TURBfD
NON -BUFFER OPEN
5PACE 4255.73 50
24' RCP AND FLARED END
PROPOSED SITE CONDITIONS
48' RI✓PWITH FLARE 1)
END SECTVQp
ter
Gen
PRELIMINARY
NOT FOR CONSTRUCTION
9
S

0
NORTH
5CALE I " = ICY
t
CONTOUR INTER'V'AL = I"
RETAINING WALL
(IYP.). BY OTHERS
HDPE BARREL PIPE;
SEE DETAILS
\000000",
/, , I -"-�
LEGEND I
691�, PROP05ED HER5ACEOU5 5PECIE5
c: PROP05ED 5HRU5 5PECIE5
PROP05ED TREE 5PECIE5
It 2015 5ol 4
PA
PRE -CAST
CONCRETE R15ER
5EE DETAIL5
UNDER -DRAIN 5Y5TEM
5EE DETAIL`_
'LANTING
DCATION
ERMINED
DE51GN
PROP05ED BIORIrTENT
CON5TRUCTION LIMITS (APPROX)
PRELIMINARY
NOT FOR CONSTRUCTION
PROP05ED
5JOR!<TENTION AREA
FOOTPRINT 1.750 5F
E31O ETENTION AREA DETAI L5 I * PLANTING NG PIAN
�u')
NOTE5:
TING 5TREAM
I . 51TE DATA INCLUDING ROADS, UTIUTIE5. WATER CONVERGENCE
5TRUCTURP5. EXISTING CON70UR5, 5TREAM5. bUFFER5.AND PROPER'.',
BOUNDARY PROWDED BY CLIENT
2. ALL LOCATION5, ELEVATION5, AND DIMEN51ON5 ARP APPROXtMATE.
3. BIORETENTION AREA COMPONENT LOCATIONS. ARE APPROXIMATE AND
}
MAY BE ADJU5TED BY ENGINEER AT THE TIME OF CON5TRUCTION.
A. D'E51GNOF RETAINING WALLS (IF UTILIZED) TO BE PERFORMED BY
OT'HfR5.
5. CONFIGURATION OF EVL.DING. PARlUNG FOOTPRINT, AND 51TE FEATURES
MAYBE MOOlftPD DURING FINAL DESIGN.
6. BUFFER IMPACTS A5 5HOWN IN TABLE . PROPOSED IMPACT5 W1 LL NOT
INCREA5E
E31O ETENTION AREA DETAI L5 I * PLANTING NG PIAN
�u')

NOTES:
I . U15TING GROUND 5URFACE ELEVATIONS AT
BIORETENTION AREA LOCATION WERC C5TABU5HED
BASED ON AVAILABLE 517E TOPOGRAPHIC DATA, EXACT
LOCATION AND CONFIGURATION Of 510RETENTION AREA
MAY CHANGE DURJNG FINAL DE51GN.
2, THE LOTION AND DIMEN51ON5 OF 5CLECT
COMPONENT5 INCWDING MEDIA THICKNESS. PIPE
DIAMETfK UNDER -DRAIN 5Y5TEM. ETC.. MAY BC
ADJU5TE0 DURING FINAL DE51GN.
3. ENGINEER TO OBSERVE CON5TRUCTION Of
UNDER -DRAIN SYSTEM. THE LOCATION AND DIMENSION
OF UNDER -DRAIN SYSTEM AND COMPONENTS, MAY BE
ADJU5TED BY THE 'ENGINEER AT THE TIME Of
CON5TRUCTION.
4. BIORETENTION FILL MEDIA TO APPROVED DY ENGINEER
PRJOR TO INSTALLATION. MEDIA TO BE COMPRx5ED OF
85-88% LOAMY SAND. 8-12% FINES (511.1 + CLAY) AND
3-5% ORGANIC 5OURCE. BY VOLUME. THE P -INDEX
SHALL BE BETWEEN 10-30. FILL MEDIA TO BE APPROVED
BY ENGINEER PRIOR TO PLACEMENT.
5. 51ORETENTION AREA FILL MEDIA 5HALL NOT BE
INS D UNTIL THE SITE 15 5TABIUZED OR ERD51ON
CONTROL MEA5URE5 ARE IN5TALL.E0 TO PREVENT THE
TRAN5PORT OF SEDIMENT INTO THE BIORETFNTION
G. BIORETIENTIION MEDIA 5HALL BE PLACED IN LO05'f.
UNIFORM IJFf5 AND TAMPED LIGHTLY TO REMOVE
VOIDS AND ACMIEVE CONTACT WITH EXCAVATION (OR
RETAINING) WALL5. NO COMPACTION 5HALL BE APPLIED
BACKFILLED MEDIA 5HALL NOT BE TRAFFICKED WITH
HEAVY EQUIPMENT.
7. SURFACE OF 51ORETENTION MEDIA TO BE PROTECTED
FROM 'DEBR15. 5EDIMENT, ETC. TO AVOID CLOGGING.
ALL DEL.ETERIOU5 MATERIAL 5HALL BE REMOVED A5
DIRECTED BY THE ENGINEER PRIOR TO INSTALLATION OF
MULCH AND PLANT MATERJAL5.
8. 5A5ED ON 5TEEPNE55 OF SURROUNDING GRADE.
RETAINING WALL5 MY OTHER5) MAY BE UTILIZE IN-UEU
OF PERIMETER SLOPE GRADING. IF RETAINING WALL5
ARE U5ED INTERIOR SURFACE OF RETAINING WALLS
SHALL BE LINED WITH NON -WOVEN GEOTEXTILE FABRIC
TO PREVENT MIGRATION OF BIORETENTION MEDIA
THROUGH WALL JOINT5. RETAINING WALL SHALL BE
CONSTRUCTED TO ACCOMMODATE OUTLET PIPE FROM
R15ER 5TRUCTURE,
9. THE LENGTH AND 5LOPE OF THE OUTLET BARREL. THE
OUTLET LOCATION. AND THE OUTLET ELEVATION WILL BE
5A5ED ON 5ITE CONDITION5 AT THE TIME OF
CON5TRUCTION.
4' LD. 5CH 40 PVC PIPE, CLEM-OUT
EXTEND5 I' ABOVE SURFACE
ELEVATION (EACH UNDER -DRAIN
SHALL HAVE A CLEAN-OUT) WITH
5ECURE REMOVABLE CAP
3' THICK BIORETENTION AREA
MEDIA. SEE 5PECIFICATION5
IN NOTES..
2H
SIV
CUT SLOPE---sa«-
FRELI M I NARY o
pio
NOT EOR CON5TRUCTION P "}
3' THICK TRIPLE-5HREDDED
HARDWOOD MULCH COVER
PRCCA5T BOX COVER, 2' THICK.
' REINFORCED CONCRETE SET ON
IP CORNER 5LOCK5 TO ALLOW FOR
TEMPORARY G' CLEARANCE
PONDING DEPTH,
91NCHE5 G•
2.
V
• • A
WHERE APPROPRJATE
5TABILIZE PERIMfftR
SLOPES WITH EXCEL50R
MATTING
OVER EXCAVATt TO FIRM
FOUNDATION LAYER
A5 DIRECTED BY
UNDER -DRAIN 5Y5TEM. ENGINEER AT TIME
5EE UNDER -DRAIN DETAIL Of CON5TRUC'T)ON
HDPE OUTLET PIPE IN5TALLED AT 0,5%
SLOPE MINIMUM FOR POSITIVE DRAINAGE.
5EE TABLE AND NOTE5 FOR FURTHER DETAJL
E 1ORETENTION AREA SECTION VIEW UYP.)
(NOT TO SCALE)
SQUARE PRECA5T
CONCRETE BOX
RISER. 5EE TABLE
D15CHARGE TO ADJACENT STREAM
CHANNEL. DETAIL5 REGARDING
OUTLET LOCATION WILL BE
DETI`RMINCD DURING FINAL DE51GN
BIORETENTION AREA DIMEN51ON5r
Ponding Depth
Bloretention
Area Surface
Est'
5urroundln �
Bloretention
Area Surface
Riser Weir
Min. Weir
Under -Drain
P,Diameter
pe
Number of
Under -drain
R15er
LlmenSlons
R15er Invert/
Barr el UIS
Barrel DS
Barrel Pipe
(ft')
Area (5q. Ft.)
Grade Level
E1. (Pt.)
Crest EI. (Ft.)
Length (Ft.)
(in.)
PIpe5
(Ft. x Ft.)
Invert El. (ft.)
Invert EI. (Pt.)
Diameter (In.)
(Ft.)
0.75
1,750 1
402.00-41 2.00
409.00
409.75
2.O
4.0
2
3.0 X 3.0
405.00
TBD
12',0
"NOTE: ALL ELEMENT5 5HOWN ON TABLE ARE RELATIVE TO E5TIMATI D GROUND 5UKFACE BASED ON AVAILABLE TOPOGRAWHIC DATA. ELEVATION5 MAY BE MODIFIED DURING FINAL OE51GN.
BIORETENTION AREA DETAI L5 I
PA.
9
Ln
i

PRELIMINARY
NOT FOR CONSTRUCTION
4 OZ. NONWOVEN
GEOTIXTTLI FAJ3RJC
TURN UP EDGE5 G' MIN.
8' NCDOT 057
WA5MED STONE
VARIES
MIN- 10
UNE
is min.—
UNDER--DRAIN - CR055 5ECTION MT.)
(NOT TO SCALE)
8 MAX
FRONT VIEW
4' WASHED SAND
4` I.D PERFORATED hDfT UNDERDRAIN
PIPE, CORtt"TED EXTERIOR, 5MOOTH
INTERIOR, tN5TALL AT 0.596 SLOPE, DUCT
TAPE ALL PIPE ,JOIN75
INVERT OF 510RETENTION AREA
I
II
EXI5TING SOIL ° El
VV
.- v /
rn
UNDERD"N CLEAN-OUT (TW.) kgs' 0
4` 50LID PVC WITH 5ECURE fi-
REMOVABLE CAP
I
UNDERDRAIN PIPE5 MT.)
TO 5E IN5TALLED AT
0.5% MINIMUM SLOPE FOR
I
I
PONTWE DRAINAGE
I
BIORETENTION FOOTPRINT
I
I
R15ERtBARREL 5TRUCTURE, SHOP
DRAWNG5 TO BE PROVIDED TO
ENGINEER FOR APPROVAL
TO ADJACENT 5TREAM CHANNEL
-Ir2
TDIATE BIORTENTION AREA - PLAN VIEW {TYP.)
(NOT TO 5CALE)
TEEL P05T
3' BOTH 3' BOTH
VEN WIRE FASRIC DIRECTION5 DIRECTION5
51LT FENCE
FAPJRI'C
7rr WIRE 5TAPLE5
RADE ER0515N CONTROL
MATTING
cl, MIN. J--
ovER SIURT COVER -=1 I I-_ I I Mal I -l= I -I -
Ih I I I_I f f-
ANCHOR SNRT AS
M r-1 l l i I I ,II
X
IR.ECTED BY ENGINEER/ T—
DE5IGNER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE DETAIL
(NOT TO 5CALE)
ER05 ON CONTROL MATTING,
ANCHOR IN TRENCH AT BOTH
TOP AND BOTTOM EDGE5
ER05I0N CONTROL MATTING ANCHORING DETAIL
(NOT TO 5CALE)
�F- t" MIN.
Na. , 1
GAUGE
STEEL
G' MIN,
WIRE. 5TAPLE DETAIL 6
(NOT TO 5CALE)
DICKETENTION AKEA DETAI L5 111 * ER0 10N CONTKOL DETAI L5
15 Sod 4 Ermronment2l Cts•..., `;. PA. N.C. FIRM UCEN5E NO. C•2141

51ORETENTION AREA PLANTING SCHEDULE
.0 5HRUB5'
5PECIE5
COMMON NAME
TOTAL #
51ZE
REMARK5
8etufa nigra
River birch
TIED
3" Cal. 846
Placed randorny
4
throughout
" Alternate specle5 Including Taxodium di.5tichum (Bald cypress) may be
substituted based on availability.
* 5 H RU B5'
5PECIE5
COMMON NAME
TOTAL #
517E
RFMARK5
ilex vert>~crll'ta
Wlnterberry
TBD
1-3 Gal.
Placed randomly
containers
throughout
ftea vlrgrnica
I Virginia sweetsplre
TBD
1-3 Gal.
Placed randomly
containers
throughout
Ca111Carpa amenCar:a
American Beautyberry
TBD
1-3 Gal.
Placed randomly
containers
throughout
Alternate species Including fleY galabra (Inkberry) and Viburnum dentatum
(Arrowwood Viburnum) may be. 5ub5tituted based on availability.
HERBACEOUS (PERENNIAL5)•
5PECIE5
COMMON NAME
TOTAL #
51ZE
REMARKS
Fupatorrum frstulosum
Joe Fye Weed
TBD
Quart-51ze
Placed randomly
containers
throughout
tobelra "ndinalrs
Cardinal flower
TBD
Quart-51ZC
Placed randomly
containers
throughout
05rnunda connsmomea
Cinnamon 'Fern
15'D
Quart-51zeo
Placed randomly
containers
throughout
Alternate species Including. Parncum orgratum (switchgra55) and
Monarda 5p. (Bee Balm) may be substituted based on availability.
PA. N -C. FIRM LICEN5E NO C -2I 41
GENERAL
TREE * SHRUB PLANTING - CONTAINERIZED 1 B413
(NOT TO 5CALE)
NOTES:
1. 5UB5T(TUTION BA5ED ON AVAILABILITY ARE ALLOWED WITH APPROVAL OF ENGINEER.
2. OWNER MAY AUGMENT PLANTING WI 5ELECT LARGER DIAMETER SPECIMENS OF U51ED 5PECIE5
TO GAIN DE5IRED LANDSCAPE EFFECT.
3. ALL D15TUKDED ADJACENT AREA5 TO BE 5TABIUZELs WITH BOTH TEMPOKARY SEEDING (BELOM
AND PERMANENT SEEDING MEASURES. PERMANENT SEEDING TO BE 5PECIFIED BY OTHERS,
TEMFORARY SEEDING
MULCH
ALL DENUDED SOIL AREA5 EXCLUDING BEDROCK AREA5 SHALL MULCHING 5HALL CON515T Of 5MALL GRAIN
BE TEMPORARILY SEEDED. 5EEDING AND MULCHING 5HAL1 BE STRAW APPLIED AT A RATE OF 2 BALE5 PER
DONE IMMEDIATELY FOLLOWING CON5TRUCTIQN. ALL D15TURBED 1.000 5F. NO A5Pt ALT 5HALL BE USED FOK
AREAS SHALL BE DRE55ED TO A DEPTH OF B INCHES, TME TOP 3 TACKING, U5E JUTE, EXCELSIOR MATTING. OR
INCHE5 SHALL BE PULVERIZED TO PROVIDE A UNIFORM 51MILAR MATERIAL TO COVER'ExPO5ED AREAS
5EEDBED- OF CONCENTRATED FLOW
5EEDING
MAINTENANCE
5EEDING DATES 5EEDING 5PECIE5 RATE (LB5IACRE)
MAY I - AUG. 15 GERMAN MILLET
AUG. 15 - MAY I RYE (GRAIN)
FLA'NTI NG L15T * QETAI L5
IN5PECT AND RE PAIR MULCH FREQUENTLY,
10 REFERTILIZE AND REMED A5 REQUIRED TO
30 MAINTAIN VIGOROU5 TEMPORARY VEGETATIVE
COVER DURING CON5TRUCTION-
PRELIMINARY
NOT FOR CONSTRUCTION
Olt W4
go
t7 110
77,
8

Appendix C
Operation & Maintenance Agreement

Permit Number:
(to he pr wiled hY D1t°Q1
Drainage Area ]Number:
Bivretention Operation and Maintenance Agreement
I will keep a nuintenanc e record on this BMP, This nuinitenance record will be kept in a
lcel; in a known set location. Anv deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:.
- Immediately after the bioretention cell is established, the plants will be watered
twice we ekiv if needed until the plants become established (commonly six
wee=ks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches for 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential roblems:
How I will remediate theproblem:
The entire BMP
Trash debris is present. -
Remove the trash debris.
The Perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one; -tune fertilizer application.
The inlet de -s ice: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off-site.
The pipe is cracked or
Replace the pipe.
othe'rv0se damaged (it
Applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable),
smooth it over and provident erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with ,erosion.
Stone verge is clogged or
Remove sediment ane] clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW401-Sioretention O&M-Rev.3 Page I of 4

BMP element:
Potentialproblems--
How 1 will remediate theproblem:
The pretreatment area
Flow is bypassing
Regrade if necessary to route all
pretreatment area anti/or
flown to the pretreatment area.
gullies have formed.
Restabilize the area after grading.
Sediment has arcurnulated to
Search for the source of the
a depth greater than three
sediment anti remedy the problem if
inches
possible. Remove the sediment and
restabilize the pretreatment area
Erosion has occurred.
Provide additional erasion
protection such as reinforced turf
matting or riprap if rveded to
,revent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bioretention cell:
Best professional practices
Prune according to best professional
vegetation
show that pruning is needed
practices.
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dyin&
problem: sails, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/ wires are press ret
Remove tree stake/ wires (which
six months after p anting
can kill the tree if not removed).
The bioretention tell:
Mulch is breaking down or
Spot mulch if there are only random
soils and mulch
has floated away.
void areas. Replace whole mulch
IaYer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
,f 11141 \ i ttt t, ill depth of three inches.
cSils and/or mulch are
Ueternune the extent of the clogging
clogged with sediment.
- remove and replace either just the
top layers or theentire media as
nc*eded. Dispose of the spoil in an
41 pl, ropriate toff-site location. Use
trifle shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
e2nible.
An annual soil test shows that
Dolomitic time shall be applied as
pH has dropped or heavy
recommended per the sail test and
metals have accumulated in
toxic soils shall be removed.
the soil media.
disposed of properly anti replaced
with new planting media.
l .arm SW401-Hiorctrntion O&M-Rcv.3 Page 2 of 4

OMI' element:
potentialproblems:
How I will remediate the roblem_ :
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off-site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919 -
outlet.
733-1786.
Foma SW401-Oimetention O&M -Rev .3 Page 3 of 4

Pcrinit Nwnber-
Ou be piwi ided hY DIVQ)
I acknowledge and agree by my signature be that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
prohlems with the system or prior to any changes to the system or responsible party.
Projecr name:
BMP (Irainage area number:
Print nanic:
THIC:
Address:
Phone:
Signature:
Date:
Note: The legally responsible party should not be a homeowners. asqociation unless more than 50% kof
the lots have been sold and a resident of the subdivision has been named the president.
I County of
day of
, a Notary Public for the State of
do hereby certify that
personally appeared before me this
. and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal.
SEAL
My commission expires
Ft-rm SW401-Biorctcnfion I&M-Rcv. 2 P3gc 4 of 4

January 28,2OI5
R.LProperties, LLC
Attn: Mr. DeSSLangdon
POBox 2O5O
Angier, NC 2750I-2050
Subject: REQUEST FOR ADDITIONAL INFORMATION
Parkway Pointe Office Park — Lot 5
Dear Mr. Langdon:
PAT&YCCllORl,
Governor
Secr^ar v
S. J&l, Zl&1K8GRKY/\N
Director
Wake Count\j
On December 14, 2015, the Division of Water Resources (Division) received your application
dated December II,2O25,requesting aMajor Vari8nC2frorn[heOivisiQnFOrthe3ubjEctp jeCt.
The Division has determined that your application is incomplete and cannot be processed. The
application is on -hold until all of the following information is received:
1. Confirm the correct spelling ofMr. LanKdOn'slast name. The application lists Langden,
but the agent authorization form lists Langdon.
2. Provide the number of parking spaces required by the Town of Cary and the number of
parking spaces proposed for the project.
3. This office believes the innp8CtS to Zone I of the buffer could be minimized by realigning
the clunnpst2r8tangle inthe corner Ofthe parking lot. Please revise the plan accordingly
or explain why this re -alignment is not possible.
4. Please explain how spills from the clumpster will be prevented from migrating into the
riparian buffer.
5. You have indicated that you are making a payment to a local mitigation bank or in-heu
fee program 8syour mitigation plan, please provide documentation from 8nappropriate
mitigation bank or the Division of Mitigation Services indicating their willingness to
accept your request to purchase buffer credit to mitigate for the proposed buffer impacts
listed in your application.
Pursuant to 15A NCAC 02B.0233, the applicant shall furnish all of the above requested
information for the proper consideration ofthe application. |fall nfthe requested information is
not received in writing within 30 calendar days of receipt of this letter, the Division will be unable
LO approve the application and it will be returned. The return of this project will necessitate
State orNorth Carolina I Environmental Quality | Water Resources
1*nMail service Center | Raleigh. North Carolina urmyw7
p/pnuraoo

R.LProperties, LLC
DVVR#O8-1697v3
Request for Additional Information
Page 2 of 2
reapplication to the Division for approval, including a complete application package and the
appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by Sending two copies
ofall Ofthe above requested information to the 401 & Buffer Permitting Branch, 1617 Mail
Service Center, Raleigh, N[77G99-26]7.
Please be aware that you have no authorization under the Buffer Rules for this activity and any
work done within waters of the State may be a violation Of North Carolina General Statutes and
Administrative Code.
Please contact Jennifer BUrdette at9l9-8O7-5354Or ifyou have
any questions orconcerns.
Sincerely,
Karen Higgins, Supervisor
4OI&Buffer Permitting Branch
Cc: Bob ZarzeCki,Soil & Environmental Consultants, PA, 84I2Falls OfNeuse Road, Ste
104, Raleigh, NC 27615
DVVRRRO40Ifile

Burdette, Jennifer a
From: Bob Zarzecki <[e-mail]>
Sent: Thursday, February 04, 2016 1:58 PM
To: Burdette, Jennifer a
Subject: RE: Parkway Pointe Office Park
Attachments: Parkway Pointe Office Park - Lot 5_S&EC Response to DWR 01-28-16 Letter
(signed).pdf
The additional information you requested is attached. Please let me know if you need paper copies
of this information.
Bob Zarzeckl
Wetlands Department Manager
SoH & Environlrnen'tM Consul'tan'ts, PA
North Quarter Office Park
8412 FaIHs of Meuse Road, Suite 104
RMeigh, NC 27615
[phone] Office Phone
[phone] Direct Line
[phone] Fax
[phone] Mobiie
bzarzeckia-sandec.com
Visit us at SandEC.com!
FNs ek^,CtV'oNc Ci9rV'OrV'OV.Vr cafion, Ord Ck6ng aH attachments, Os Ontended oNy for the named addressee (s) and may contain confVdenfial Onfor"V'Ok1tllon FNs eVectV'oNc
CiDrV'tlMV.Ncafion may not have passed thmiDV.gh oUr standard revOew/qV.VaIIOty contvoi proce:;,^;,, De:; gn data and reciDrV'tlmerdafilons OrdC�Uded hereon are priDMed as a
matter of conveNence arOr,Y :;hOLfld not be Used for fonall de:;Ogn lReVy iDrV y on f hall, hardcopy rV ater als beadng the CiDroSLfltant's iDrOigInaIl :;OgnatUre and seaII. IfYOU
are not the named addressee (s), any Use, 6 sserV'OOnafion, 6StV'OW)UfIon or ci9ptf ng of tHS Ci9rV'OrV'OV. Ncafion Os pri9WURAted. If YOU have rec6ved tHs e�ectroNc
CiDrV'tlMV.Ncatlon On error, p: ease nofilfy the sender by return e -maul and deVete the iDrOgg nal CiDrV'tlMV.Ncatlon from YOUr:;ysterV'V. Fhank YOV.V.
From: Burdette, Jennifer a[mailto:[e-mail]]
Sent: Thursday, January 28, 2016 3:08 PM
To: Bob Zarzecki
Subject: Parkway Pointe Office Park
:..
Attached is the Division's request for additional information for the subject project. A paper copy follows via US
Mail. Please provide a response as soon as possible (by Feb 11t") to make sure we can have everything ready for the
meeting.
Thanks,
Jennifer
Jennifer Burdette
401/Buffer Coordinator
Division of Water Resources - 401 & Buffer Permitting Branch
Department of Environmental Quality
919 807 6364 office
ignnifeir.buirdette(a"�ncdenir.gov

1617 Mail Service Center
Raleigh, NC 27699-1617
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9r" Flr Archdale Bldg — Room 942F)
Email correspomIence to amY from this a�Y�Yress is subiect to the
Nodh Carolina PublicReconYs Law amY n7ay �Yiscl se�Y to thi i pads s,

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
February 4, 2016
S&EC Project No.: 10931
To: N.C. Division of Water Resources
401 & Buffer Permitting Branch
Attn: Karen Higgins & Jennifer Burdette
Re: Parkway Pointe Office Park — Lot 5
Major Variance Request
DWR # 08-1697v3
Ms. Higgins & Burdette:
On behalf of the applicant/owner, R.L. Properties, LLC, please find below and attached the additional
information you requested in your letter dated January 28, 2016.
1. Confirm the correct spelling of Mr. Langdon's last name. The application lists Langden, but the
agent authorization form lists Langdon.
The correct spelling of the applicant/owner's name is Devaul Dess Langdon. (This was
mistakenly spelled "Langden" with an "e" on the application.) We apologize for this error.
2. Provide the number ofparking spaces required by the Town of Cary and the number ofparking
spaces proposed for the project.
Table 7.8-1 of Section 7.8.2 of the Town of Cary Land Development Ordinance requires that for
Office, Business or Professional space 1 parking space is required for each 300 SF of office
space. Our building consists of 3 stories, each 3,500 SF, for a total of 10,500 SF. 10,500 SF /
300 SF per space = 35 parking spaces. Per Table 7.8-4 of the LDO the Town also requires 2
handicapped spaces for parking areas consisting of 26-50 spaces total. The Town does allow
handicapped parking to count towards the fulfillment of parking requirements. Our plan proposes
a total of 35 parking spaces, the minimum required by the Town.
3. This office believes the impacts to Zone I of the buffer could be minimized by realigning the
dumpster at angle in the corner of the parking lot. Please revise the plan accordingly or explain
why this realignment is not possible.
During the preparation of our original design submittal we attempted to limit the buffer impacts
including possible realignments of the dumpster pad but were unable to develop a solution that
kept the dumpster (and parking) out of Zone 1 while at the same time meeting the parking
requirements of the Town of Cary.
Per DWR's request we have reconsidered this option and are still unable to find an alternative
solution. See the attached figure. As you can see while it is possible to realign (angle) the

dumpster pad and move it out of Zone 1, in doing so we lose parking spaces required by the
Town. It must be remembered that the garbage truck will be required to back into the property
from Laura Duncan Road and then turn to align itself with the dumpster. This new alignment and
location requires the removal of parking spaces taking us down to 32 parking spaces.
If additional spaces are added back in in the location where the dumpster pad had been located in
the original site plan then these new spaces would result in more impacts in Zone 1 than the
dumpster pad. Even with this change we are still short of the required 35 parking spaces.
4. Please explain how spills from the dumpster will be prevented from migrating into the riparian
buffer.
The proposed development is for an office building, so the likelihood of spills of any significance
(such as grease, oils, or hazardous materials) from the dumpster is very low. That said the
dumpster pad (as well as the entire parking lot area) are to be surrounded by curb and gutter.
While not shown specifically on the plans the intent is to slope the parking lot such that it drains
to a low point close to the proposed stormwater device to reduce the required length of
stormwater pipe. As such any spills (or trash/debris for that matter) that did come from the
dumpster would be directed towards the stormwater device and not the riparian buffer.
5. You have indicated that you are making a payment to a local mitigation bank or in -lieu fee
program as your mitigation plan, please provide documentation from an appropriate mitigation
bank or the Division of Mitigation Services indicating their willingness to accept your request to
purchase buffer credit to mitigate for the proposed buffer impacts listed in your application.
Attached is a Statement of Buffer Mitigation Credit Availability from Wildlands Holdings.
Please contact S&EC if you have any questions related to wetland and stream regulations or if you need
clarification of the attached report.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
Bob Zarzecki
Bob Zarzecki,
Wetlands Department Manager
Attachments:
Digitally signed by Bob Zarzecki
DN: cn=Bob Zarzecki, o=S&EC, PA, ou=Wetlands Department,
email=[e-mail], c=US
Date: 2016.02.04 13:56:55 -05'00'
1) Alternative Plan with angled dumpster location (does not provide adequate parking)
2) Statement of Buffer Mitigation Credit Availability — Wildlands Holdings

1. Dumpster pad angled as requested and moved out
of Zone 1.
2. Parking Spaces A and B are in the same locations
as shown on the original site plan.
3. If the two additional parking spaces at the south end
of the parking lot (spaces C and D) are added we'll still
only have 34 parking spaces which is less than 35
required by the Town.
4. With the configuration shown, including the parking
spaces C and D we will have more Zone 1 impacts than
originally proposed.
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.EV15ED PROP051=D 6I
ARKING AREA - ONLY
2 PARKING SPACE
EXf5TI NG
/-RETAINING WALL
REVI5ED
ROP05ED
DUMP5TER PAD
Cr
A
B
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HWILDLANDSoiUS
Statement of Buffer Mitigation Credit Availability
February 1, 2016
R.L. Properties, LLC
Attn: Dess Langdon
c/o: Mr. Bob Zarzecki
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road
Suite 104
Raleigh, NC 27615
Re: Availability of Riparian Buffer credits for the Parkway Pointe Office Park — Lot 5
Bank Name: WEI - Neuse 01 Nutrient Offset and Buffer Umbrella Bank
Bank Site: Buck Swamp Parcel and/or Caraway Creek Parcel
Bank Sponsor: Wildlands Holdings II, LLC (wholly owned by Wildlands Engineering, Inc.)
DWR Project #: 2012-0144
Riparian Buffer Credits Available: 18,658 sq. ft.
Neuse 03020201 River Basin
Applicable Local Government/Municipality jurisdiction: NC Division of Water Recourses
Dear Mr. Langdon:
Wildlands Holdings II, LLC has the above mentioned Riparian Buffer Credits from the WEI — Neuse 01 Nutrient
Offset and Buffer Umbrella Bank - Buck Swamp Parcel and/or Caraway Creek, (DWQ Project #: 2012-0144), 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.
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. This letter is not a guarantee of availability or a reservation of the credits. Final transfer of
the credits will be made upon full receipt of your payment in the amount of $1.00 per sq. ft. to Wildlands
Holding II, LLC, at which time a credit transfer certificate verifying your credit purchase will be issued to the
North Carolina Division of Water Resources and to you for your records. At that time we will require a copy of
the Riparian Buffer Authorization Approval from NC Division of Water Resources.
Note that Wildlands Holdings III, LLC is in the process of opening a Neuse 01 (not Falls) bank to be called the
Falling Creek Nutrient and Buffer Bank. This bank will most certainly have the necessary credits available for
your full buffer requirement by the end of 2016.
Wildlands Holding II, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Charlotte, INC 28203

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 719-
2100 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Robert W. Bugg
Wildlands Engineering, Inc.
Director: Land Acquisition
[e-mail]
0: [phone] ex. 105 M: [phone]
WEI — Buck Swamp, LLC • Wildlands Engineering, Inc. • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609