20131240 Ver 1_Major Variance_20131127

Strickland, Bev
From: Deborah Shirley [dshirley @sandec.com]
Sent: Wednesday, November 27, 2013 2:38 PM
To: Strickland, Bev
Cc: Higgins, Karen; Dennison, Laurie
Subject: 5201 Trinity Road -Major Variance Application
Attachments: Variance Application—Trinity Road.pdf
Bev,
I am headed down to the Archdale Building to submit a Major Variance Application for the subject project. I
scanned in the entire application and wanted to know if this is acceptable for your database upload needs. If
not, please let me know and I can send you the full size maps electronically next week.
r -.
Deborah Edwards Shirley
Environmental Specialist
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
919 -846 -5900 (office)
919 -673 -8793 (mobile)
www.SandEC.co
READS
�* TT T TAT
But, just down the road. Phone
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THINK BEFORE YOU PRINT

Environmental Consultants,
8412 Falls of Neuse Road, Suite 10.4, Raleigh, NC -1761.5 • Phone: [phone]M • Fax: [phone]
smidec.com
November 27, 2013
S &EC Project # 12170.P3
To: NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91h Floor
512 North Salisbury Street
Raleigh, NC 27604
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: MAJOR VARIANCE REQUEST
5201 Trinity Road
Raleigh, Wake County, NC
On behalf of the owner, Harshavardhan Tummalpally, please find attached a complete application and supplemental
information requesting a Major Variance approval from the N.C. Division of Water Resources (DWR) for impacts to
the Neuse River Buffer. Please contact me at (919) 846 -5900 if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name
5201 Trinity Road
Project Type
Commercial Development
Owner / Applicant
Harshavardhan Tummal all
County
Wake
Nearest Town
Raleigh
Waterbody Name
UT to Richlands Creek
Basin
Neuse
Index Number
27 -33 -11
Class
C, NSW
IMPACT SUMMARY
Zone 1 Impact (square feet):
9,945
Zone 2 Impact (square feet):
7,185
Total Riparian Buffer Impact (square feet):
17,130
Attachments:
Variance Application Form
Agent Authorization Form
NRCS Soil Survey Map & USGS Topographic Map
DWQ Surface Water Determination letter (NBRRO 13 -223)
Riparian Buffer Credit Reservation Letter- Restoration Systems
Property Photos
1999 Recorded Plat & 2005 Recorded Plat
Existing Conditions -C -1.1 & C -1.2
Impact Map -C -2.0
Stormwater Management Plan Map -C -3.0

DW,R State of North Carolina
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 ❑ Minor Variance
❑ Catawba River Basin (15A NCAC 0213.0243)
❑ Randleman Lake Water Supply Watershed (15A NCAC 028.0250)
❑ Major Variance ❑ Minor Variance
❑ Tar - Pamlico River Basin (1SA 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 0213.0606 & 15A NCAC 0213.607)
A. General Information
1. Applicant's Information(if other than the current property owner):
Name:
Title:
Street Address:
City, State & Zip:
Telephone:
Email:
2. Property Owner /Signing Official (person legally responsible for the property and its compliance):
Name:
Title:
Street Address:
City, State & Zip:
Telephone:
Email:
FORM: VAR 10 -2013
Harshavardhan Tummalpally
336 Euphoria Circle
Cary, North Carolina 27519
919 - 760 -5888
harshanaveena Gmail.com

3. Agent Information:
3a. Name:
E. Shirl
Company Affiliation: Soil & Environmental Consultants, PA
Street Address: 8412 Falls of Neuse Road, Suite 104
City, State & Zip: Raleigh, North Carolina 27615
Telephone: 919 - 846 -5900
E -mail: DShirlev @SandEC.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):
5201 Trinity Road
S. Project Location:
5a. Street Address: 5201 TO
City, State & Zip: Raleigh, North Carolina 27607
5b. County: Wake
Sc. Site Coordinates (in decimal degrees): 35.7998 Latitude - 78.7286 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): 0784 -06 -5182
6b. Date property was purchased: June 3, 2013
6c. Deed book 15300 and page number 475
6d. Map book 2005 and page number 2154
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 the intersection of Wade Avenue and Edwards Mill Road, go south. The property is located within the southwest
quadrant of the intersection of Edwards Mill Road and Trinity Road, Raleigh NC.
9. Stream associated with riparian buffer to be impacted by the proposed activity:
Name Water Quality Classification
UT to Richlands Creek; 27 -33 -11 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:
May 1, 2001 May 1, 2001
August 15, 2013 August 16, 2013
B. Proposed Activity
Major Variance Request- Trinity Associates, LLC
Surface Water Determination- NBRRO# 13 -223
Project Description
1a. Provide a detailed description of the proposed activity including its purpose:
The proposed project includes constructing a 4 -story building and associated infrastructure including parking and
stormwater facilities. To accomplish this, the site development proposes to fill 145 linear feet of stream with a 36"
Reinforced Concrete Pipe (RCP) and rip -rap outlet protection. This 36" RCP will be an extension of an existing culvert that
outlets at the western side of the property. This stream is day lighted for approximately 370 linear feet and then flows
back into a 48" RCP at the eastern side of the property. In addition to the proposed culvert, Zones 1 & 2 of the protected
riparian buffer adjacent to the 36" RCP extension will need to be filled. Retaining walls will be utilized in order to reach the
appropriate site grades for development and to minimize impacts to the stream and buffers. The site plan also proposes 48
parking spaces. The City of Raleigh UDO [Section 10- 2018(a)) requires one (1) space per 300 square feet of building; this
would be a total of 46 spaces. The building is designed as a 4 -story structure, this further minimizes the footprint of
impacts to the stream and buffers. And finally, the site plan proposes to utilize a Sand Filter system and underground
detention to meet the stormwater requirements for the City of Raleigh and the Division of Water Resources. A storm pipe
and rip -rap outlet protection is being proposed through the riparian buffer from the Underground Detention. It should be
noted that the site is only 1.94 acres in size, and more than 82% of the site is made up of stream and protected riparian
buffers, in addition to the required City of Raleigh setbacks and existing utility easements. Total area of buffer proposed to
be permanently impacted for the building and parking is 14,595 square feet. Total area of buffer proposed to be
Permanently impacted for the storm pipe is 1,005 square feet. An additional 995 square feet of temporary buffer
clearing within Zones 1 & 2 for the construction of the retaining walls is proposed. And finally, 235 square feet of grading
activity within Zone 2 that is necessary for the construction of the southern -most retaining wall is proposed. All
temporary buffer clearing and grading activities within Zones 1 & 2 will be revegetated. Please note: S &EC, PA staff have
reviewed and delineated the site and do not believe that any wetlands exist on the subject property. The only jurisdictional
waters include the stream that bisects the property.
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
Scale (1" = 50' is preferred)
Property /project boundary with dimensions
Adjacent streets and roads labeled with names and /or NC State Road numbers
Original contours and proposed contours
FORM: VAR 10 -2013 Page 3 of 6

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 Won 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
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
Zone 2 Impact
Permanent (P) or
(square feet)
Mitigation
Impact
(square feet)
Temporary (T)
Required
(square feet)
Bi - ®P [:]T
Building & Parking
® Yes ❑ No
8,730
6,165
B2 - ®P E] T
Storm Pipe
❑ Yes ® No
600
405
B3 - ❑ P ®T
Grading & Revegetating
❑ Yes ® No
0
235
B4 - ®P ❑ T
Construction Clearing &
® Yes ❑ No
615
0
Revegetating
B4 -[:]P ®T
Construction Clearing &
❑ Yes ® No
0
380
Revegetating
Total Buffer Impacts
17,130
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.
The applicant proposes to purchase buffer mitigation credits through a private mitigation bank. Please see the attached
Riparian Buffer Credit Reservation Letter from Restoration Systems. Restoration Systems has reserved the appropriate amount
of buffer credits from the Pancho Bank within the HUC 03020201 of the Neuse River Basin.
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.
FORM: VAR 10 -2013 Page 4 of 6
Required
Zone
Total Impact
Multiplier
Mitigation
(square feet)
(square feet)
Zone 1'
9,345
3
28,035
(2 for Catawba only)
Zone 2
6,165
1.5
9,247.5
Total Buffer Mitigation Required:
37,282.5
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.
The applicant proposes to purchase buffer mitigation credits through a private mitigation bank. Please see the attached
Riparian Buffer Credit Reservation Letter from Restoration Systems. Restoration Systems has reserved the appropriate amount
of buffer credits from the Pancho Bank within the HUC 03020201 of the Neuse River Basin.
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.
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.).
A level spreader will be installed to achieve diffuse flow of runoff generated by the proposed new impervious surfaces and
will be located downstream of a proposed sand filter. A second level spreader will be installed to achieve diffuse flow from two
existing storm drainage systems that direct off -site stormwater runoff onto the subject property. Note: The second level
spreader will be designed to the current DWR standards and will replace the old /custom designed level spreader (see photo).
Both level spreaders will be utilized for diffuse flow only and will be located outside the 50 foot protected riparian buffer. Please
note that at this time only the conceptual diffuse flow plan is being submitted to the DWR for review, therefore supplemental
forms and O &M Agreements are not included with this submittal.
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.
The site will be graded such that runoff from the proposed development will be collected in a storm drainage system that
will direct the first 1" of runoff to a sand filter. Rainfall events greater than the first 1" will be bypassed to an underground
detention system. To avoid further buffer encroachment, the sand filter, as well as the underground detention system, will be
located under the proposed drive /parking area. The sand filter will be designed to provide removal of nutrients and pollutants
generated by the proposed development as required by the NCDENR -DWR. Please note that at this time only the conceptual
stormwater management plan is being submitted to the DWR for review, therefore supplemental forms and O &M Agreements
are not included with this submittal.
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.
This property was subdivided and recorded from a larger tract of land in January 1999 (BK: 1999; Pg: 36). In October of 2005,
this property was recombined and reduced in size from 2.03 acres to 1.94 acres (BK: 2005; Pg: 2154). The current property
owner purchased this property on June 3 2013. The subdividing of this parcel occurred prior to the effective date of the Neuse
River Buffer Rules, August 1, 2000. This property is only 1.94 acres in size. This property is bisected by a perennial stream and
since the effective date of the Neuse River Buffer Rules, more than 56% of the property is no longer available for development.
The remaining developable land within the property is further minimized by the City of Raleigh's setbacks and existing utilitv
easements. This property is zoned Industrial (Ind -1), is surrounded by commercial development and is located at a major
intersection. The proposed project is allowed under the existing zoning. The owner believes that he may be able to receive an
acceptable return on his investment if the proposed plan is approved.
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).
_ As stated above the application of the Neuse River Buffer Rule alone deems more than 56% of the property is no longer
available for development The property is zoned Industrial and is located in a commercial /industrial setting. The only
reasonable development plan for this property would include a building and parking area.
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 includes a perennial stream that bisects the full length of this rectangle shaped property. The elevation of the
property varies approximately 30+ feet from the stream banks up to the existing road bed. In order to develop this property,
filling an area and raising the elevation is the only practical way to develop it. Ideally, piping the entire stream and filling the
valley makes the most economic sense but that plan would not minimize impacts as much as practicable.
4. Explain whether the hardship was caused by the applicant knowingly or unknowingly violating the applicable Buffer Rule.
The applicant has not violated the Neuse River Buffer Rule.
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 applicant did purchase the property after the effective date of the Neuse River Buffer Rule. However the property was
subdivided and recorded by a previous owner prior to August 1 2000 the effective date of the Neuse River Buffer Rule.
6. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.
As stated above the application of the Neuse River Buffer Rule alone deems more than 56% of the property as no longer
available for development. The property is zoned Industrial and is located in a commercial /industrial setting. We scanned the
Wake County GIS website looking for other similar properties with a stream running through the entire length and buffers
encumbering 56% of the property and were unable to locate any. Since the time the property was subdivided the municipalities
have become more aware of the buffer regulations and typically no longer allow for such subdivisions that would otherwise
require a variance to develop.
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
(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.
,nn
Signature: LAL
Date: I 112o 1 1
FORM: VAR 10 -2013 Page 6 of 6

Environmental Consultants,
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: Harshavardhan Tummalpally
Address: _ 336 Euphoria Circle C &sy North Carolina 27519
Phone: [phone]
Project Name /Description: 5201 Trinity Road S&EC Project # 12170
Date: November 25, 2013
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attu James Lagin er Field Office: Raleigh Regaktor y Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 251h day of
November 2013
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should can S &EC
to arrange a site meeting prior to visiting the site.
V % 4_-I� E-U-1
Print Property Owner's Name Property Owner's Signature
cc: Ms. Karen Higgins cc: Ms. Deborah Edwards Shirley
NCDENR - DWR Soil & Environmental Consultants, PA
512 N. Salisbury St.
Raleigh, NC 27604

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F CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
August 16, 2013
Harshavarahan Tummalpally
336 Euphoria Circle
Cary, NC 27519
Subject: Surface Water Determination Letter
NBRRO #13 -223
Wake County
Determination Type:
Buffer,Call
Isolated or EIP,Call
® Neuse (15A NCAC 28.0233) 1
Start@
❑ Tar- Pamlico (15A NCAC 213 .0259)
[I Ephemeral /Intermittent/Perennial Determination
❑ Jordan (15A NCAC 2B .0267)
❑ Isolated Wetland Determination
Project Name: 5201 Trinity koad
Location/Directions: Subject property is a private undeveloped lot at project address
Subject Stream: UT to Richland Creek
Determination Date: August 15, 2013 Staff: Sara Knies
Feature
VIM;&
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
Topo
A
P
X
DWQ Fla in Outfall
X
' E111P = EphemeraUlntermittent/Perennial
Explanation: 'The feature(sj'listed above has or,have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked'
"N6t Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject'' have been located on.the, property and possess characteristics that qualify it to be a stream. There.may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the,Division of Water.Resources
(DWR)
- �o ' Carolina
tllPQ��tf
North Carolina Division of Water Resources. 1628 Mail Service,Center Raleigh, NC 27699 -1628 Phone [phone]
Internet www ncwaterauality orp Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer- 50% Recycled /10% Post Consumer Paper

5201 Trinity Road
Wake County
August 15, 2013
Page 2 of 2
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919) - 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) - 5544884.
If you have questions regarding this determination, please feel free to contact Sara Knies at (919) 7914200
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5201 Trinity Road
PIN 0784085182 000
ReWEst telD 0250823
Map Name 075409
Owner TUMMALPKLLY, HARSH*^RDHAN
Ma" Address 1. 356 EUPHORIA CIR
MailnyAddress2 CARY NC 27519-WI
Deed Boric 15300
Deed Page 0475
Deed Date 0503r2013
Deeded Acreage 194
Assessed BOidng \pile 50
Assessed Land VA*: $%1342
Total Assessed Value: S591,542
Biting Class INDIVIDUAL
Property Description, LO LAIC -71- INC
TROWELL OFFICE PARK 811012005.02154
He MdArea 0
SieAd*m 5201 TRINITY RD
Cay Raleigh
Township MEREDITH
You Built 0
Total Sale Pnce: $0
Land Class VACANT
Old Parcel Number 481-.
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November 25, 2013
Harshavardhan Tummalpally
336 Euphoria Circle
Cary, NC 27519
Subject: Riparian Buffer Credit Reservation Letter — 5201 Trinity Road
Restoration Systems has reserved +/- 38,205 sq ft of riparian buffer offset credits at a price of
$0.93/sq ft. Making the total $35,530.65 from its Pancho Bank Parcel, DWQ #2010- 0099v3 to
meet the requirements associated with permitting the project located in HUC 03020201 of the
Neuse River Basin. These credits are reserved for a period of 60 days, with the option to renew
the reservation upon notification of continued need. If you have any questions concerning this
transaction please contact me at 919.334.9123.
Best regards,
7444 no f '4Yla'uw
Tara Disy Allden
Regulatory Manager
Restoration Systems, LLC
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492

5201 TRINITY ROAD
SOIL & ENVIRNOMENTAL CONSULTANTS, PA
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NOVEMBER 26, 2013
S &EC Project No. 12170.P1
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VIEW OF PROPERTY FROM INTERSECTION OF TRINITY ROAD AND EDWARDS MILL ROAD
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5201 TRINITY ROAD
SOIL & ENVIRNOMENTAL CONSULTANTS, PA
NOVEMBER 26, 2013
S &EC Project No. 12170.131
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SOIL & ENVIRNOMENTAL CONSULTANTS, PA S &EC Project No. 12170.P1
VIEW OF STREAM FROM ABOVE EXISTING CULVERT
EXISTING LEVEL SPREADER- OFFSITE STORMWATER DRAINAGE

5201 TRINITY ROAD
SOIL & ENVIRNOMENTAL CONSULTANTS, PA
NOVEMBER 26, 2013
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VICINITY MAP
I NaT ro 6ULE
REFERENCES:
D8. 11048, PG. 2520
BM. 1998, PG. 490
DB. 6858, PG. 804
BM. 1999, PG. 36
Arh cerlrYAss and worrrnfa that the undw•myn d is (ore) Na
safe --(e) of 10,e pmpery shown on fhJs map or Roof and
0-v oceompavnp 0"ts sub)eot to me exegvwM on record,
hating acquired me property w tee srnp/e by deeds)
rravraGd a Me
aJYAro of the Regist4r of aIPeds a ware
County, North Cao&W, or ofherwleA as shown bwbw and as
such, Nos (ham) the right to convey the property in fee
0?WV, and moo the dedtaota (s) w19 W07URI arrd defend me
M, agmhst AmWdd cairns of off pwwate rb"w*w imfty
excepted hentn and that by submission of this pAaf or mop
for appmwl / (ws) do dedkate to Na CAjr of AWayh for
public afe ad sfrweta Iovvm&74R roghts d way, parks, old
greenwayr (as Vw" interests ant defkW in the Cory Code)
and as the sons may be shown thwrwan for a# low Ad
purpoeea to whAah me mg' dews or Draw me some to
be used and upon theveaf in aeaardaRCe with as
forfor Me benefit �Hr�puMiq "Id YdiCnam s �p
of be arrvacaGAs,• pro~' any dsdka iwr of eosemente for
storm dratrrage " not made to the C/(y of Raoefgh but Orr
Jmewcoby made to the aubseque rt owner a/ any and OR
CorwW'i Of dbsWCfkrrs fa d (d) � (f�� ��f ro
and sedan 4 of the fib' storm &mloge Poky- (ResoArtion
1970 -742 as 1M some may be from Mme to time ansndsd).
Book _ Rage
sprat s) of ow—)
I,S�lQ6S6'dY11^"JI�__, a Notary Publie of the County
and state aforesati_dJT certify that iM"
all -_ ) T1 _ iO/wPCIOS- . . I personally came before me this day
and oCknowledged the due execution of the foregoing
'nss�tt men& y
Witness my hand and official seal, this the
- wrv:5ay of _ - -.-, 20Q. ,
Notary Public 1A
W commission
This plot or map Is not a subtlHblon,hut a rewmbinatim of previat"
platted and meets as statutory requiremm6s for recording.
CURVE LENGTH RADIUS CHORD
/prop1xly/,
Pbrming Director/Wake Cosrdy Review Offlosr
15.25
28.36 15.07
jg�
0499w,
�arwe:e
6.57
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L5
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1
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fr
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2005
TiEl
SLj
Prk*mJCvW tad Armlet (L-2414)
LINE TABLE
RECORDED IN BOOK 2005 PAGE
•Er - mWING sear awe
•rs - NON PIPE SET
• CP - CALCUeIEO Pw
- CONCRETE MOMMEN1
pd - wknx WIVE
m - seam WOKU
- CATCH BASIN
- - - A1000HN9 LOT ONES
- - strut EASEMENT
(60'PUBUC R/W DE'DICATION)
BM.19 PO. 49
-
I
I
I
North Carolina State Plane Coordinates I
N(y)- 744917.29 usft.
E(x)- 2083666.38 uaft. I
I
THIS PLNT�1LTO eE RE�pRpE MAKE COUNTY. NC 705
AFTER /.5- DAYOF,a(n!_ ?6 LAURA N RIDDICK RECOMBINATION OF TRACT 3, LOT 6 OF A SUBDIVISION DONE FOR TROWELL, LLC.
1 COPY TO BE RETAINED FOR THE REGISTER OF DEEDS PROPERTY OF/'�
THIS N3M GOUT OF THE 11/0112005RA 1E 14: 7D55N MMIC-TL, INC.
THIS PLAT IS
CITY LIMITS, TROWELL OFFICE PARK
NIOOK:EN2005 PAGE:02154 MEREDITH TOWNSHIP WAKE COUNTY NORTH CAROLINA
WAKE COUNTY REGISTRY
NZWCOMB/snd surveyors, L/c, 246 West M111brook Rosa; ReAoigh, NC 27609, (919) 847 -1800, (919) 847 -1804 (fax)
so- 120' R-256-05
f _ _ SCALE: I'— 60• _ _ SP -18 -08
CURVE TABLE
CURVE LENGTH RADIUS CHORD
C 1
15.25
28.36 15.07
jg�
C2
6.57
40.63 6.57
(60'PUBUC R/W DE'DICATION)
BM.19 PO. 49
-
I
I
I
North Carolina State Plane Coordinates I
N(y)- 744917.29 usft.
E(x)- 2083666.38 uaft. I
I
THIS PLNT�1LTO eE RE�pRpE MAKE COUNTY. NC 705
AFTER /.5- DAYOF,a(n!_ ?6 LAURA N RIDDICK RECOMBINATION OF TRACT 3, LOT 6 OF A SUBDIVISION DONE FOR TROWELL, LLC.
1 COPY TO BE RETAINED FOR THE REGISTER OF DEEDS PROPERTY OF/'�
THIS N3M GOUT OF THE 11/0112005RA 1E 14: 7D55N MMIC-TL, INC.
THIS PLAT IS
CITY LIMITS, TROWELL OFFICE PARK
NIOOK:EN2005 PAGE:02154 MEREDITH TOWNSHIP WAKE COUNTY NORTH CAROLINA
WAKE COUNTY REGISTRY
NZWCOMB/snd surveyors, L/c, 246 West M111brook Rosa; ReAoigh, NC 27609, (919) 847 -1800, (919) 847 -1804 (fax)
so- 120' R-256-05
f _ _ SCALE: I'— 60• _ _ SP -18 -08
L4
18.60
=
L5
23.37
F-
L8
44.59 ' 1
of
LINE TABLE
`
LINE
LENGTH
L7
BEARING
0
L1
3482
1'4 '
Z2
L2
37.57
7 7'
0
L3
25.35
7' -W
(60'PUBUC R/W DE'DICATION)
BM.19 PO. 49
-
I
I
I
North Carolina State Plane Coordinates I
N(y)- 744917.29 usft.
E(x)- 2083666.38 uaft. I
I
THIS PLNT�1LTO eE RE�pRpE MAKE COUNTY. NC 705
AFTER /.5- DAYOF,a(n!_ ?6 LAURA N RIDDICK RECOMBINATION OF TRACT 3, LOT 6 OF A SUBDIVISION DONE FOR TROWELL, LLC.
1 COPY TO BE RETAINED FOR THE REGISTER OF DEEDS PROPERTY OF/'�
THIS N3M GOUT OF THE 11/0112005RA 1E 14: 7D55N MMIC-TL, INC.
THIS PLAT IS
CITY LIMITS, TROWELL OFFICE PARK
NIOOK:EN2005 PAGE:02154 MEREDITH TOWNSHIP WAKE COUNTY NORTH CAROLINA
WAKE COUNTY REGISTRY
NZWCOMB/snd surveyors, L/c, 246 West M111brook Rosa; ReAoigh, NC 27609, (919) 847 -1800, (919) 847 -1804 (fax)
so- 120' R-256-05
f _ _ SCALE: I'— 60• _ _ SP -18 -08
L4
18.60
=
L5
23.37
F-
L8
44.59 ' 1
of
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19.39
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W 0
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EASEMENT
THIS LOT WAS NOT SIIRIEYEO
BT THIS OFFICE
TEFTnENCE :(1wa, Pit. 36)
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P 35
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(60'PUBUC R/W DE'DICATION)
BM.19 PO. 49
-
I
I
I
North Carolina State Plane Coordinates I
N(y)- 744917.29 usft.
E(x)- 2083666.38 uaft. I
I
THIS PLNT�1LTO eE RE�pRpE MAKE COUNTY. NC 705
AFTER /.5- DAYOF,a(n!_ ?6 LAURA N RIDDICK RECOMBINATION OF TRACT 3, LOT 6 OF A SUBDIVISION DONE FOR TROWELL, LLC.
1 COPY TO BE RETAINED FOR THE REGISTER OF DEEDS PROPERTY OF/'�
THIS N3M GOUT OF THE 11/0112005RA 1E 14: 7D55N MMIC-TL, INC.
THIS PLAT IS
CITY LIMITS, TROWELL OFFICE PARK
NIOOK:EN2005 PAGE:02154 MEREDITH TOWNSHIP WAKE COUNTY NORTH CAROLINA
WAKE COUNTY REGISTRY
NZWCOMB/snd surveyors, L/c, 246 West M111brook Rosa; ReAoigh, NC 27609, (919) 847 -1800, (919) 847 -1804 (fax)
so- 120' R-256-05
f _ _ SCALE: I'— 60• _ _ SP -18 -08

LEGEND TOTAL PROPERTY AREA: 1.94 AC.
w
RIPARIAN BUFFER AREA: 1.09 AC. r Z
80 RIPARIAN BUFFER •LONE1 REMAINING G AREA: 0.66 AC.' rx h
• NOTE: REMAINING AREA W INCLUDES Z y
0.09 AC. OF E10STING ACCESS ROAD co
20 RIPARIAN BUFFER - ZONE 2 J O
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INV- 899.02 1NV�399.00 qY REFERENCES:
AREA /l ,6" �\ 4- S ` DO 16300. PG 476
INV -M.69 LEVEL SPREADER BM 1989, PG 38
I INVIN.399.13 ` �'Fi IIM 20DS. INi 2154
N () \ \
\
\
B \
TOW409.20 \ \
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20'PRNVATE STGRM � \ \ � Z
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JURIBNMCTIp)1K \ \ OUM777.42 ; n
L C
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MMIC INC TNR II LLC \ \ ^ \ \ \ 0 -- U
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\ 1.94 AC I I48
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LINE BEARING DISTANCE
L7 N07.31'IS'E 23.3P \ \ AR \
L2 N 18'3046" E 1 &80 \
L3 N1P3T31'E 26.30 \ �.
L4 N 13'23W E 6.6T \ O Q
CURVE AR OLENGTH RADIUS OELTAANOLE CHORD SEARING CHORD IEN(iTH \ Q 3
Ct 16.08' 23.38' 30.2T28' N 07'28'27" W 14.90 1 � O . R !llYYY
I �a
OUT-3811.02 O
/ Q P-
W
0
DRAWING
GRAPHfC SCAIJ: SHEET
C -1.1
r
IN I Ffn ) i' PROJECT NUMBER
239 -13

LEGEND TOTAL PROPERTY AREA: 1.94 AC
w
20' CITY OF RALEIGH TOTALMEA WRHIN 2 i3
SEWER EASEMENT EASEMEHfB AND/OR BUFFERS: 1.61 AC 2
REMAINING AREA 91: 0.08 AC'
REMAINING AREA n: 426 AC
20' PRIVATE STORM TOTAL REMAINING AREA: 0.83 AC
. DRAINAGE EASEMENT • NOTE REMAINING AREA II INCLUDES 0
0.04 AC. OF EXISTING ACCESS ROAD = W
CITY OF RALEIGH BUILDING SETBACKS
W
y z
80'RIPARIAN BUFFER -ZONE 1 fY1 U'
\ t 20' RIPARIAN BUFFER -ZONE 2 p
NIF
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LOT2 \ JB EX SSW 11 Z
MMIC TL INC PTNR LLC IRW�a je EK FN VgR/ge��TRI/VI�y `°
w'xw'DUraso..39 \ '"lar/� p �'RQ
\ �.e3 \ INV-3119.02 PG 3g GOORrygY�
INV�9,02 829.00 REFERENCES:
0816300, PG IM
AREA 81 1S' RCP \ INV - 198.69 LEVEL SPREADER \ AO' SM 1999, PG 88
INV IN. 399.13 \ DIP BM 2006, PG 2164
\
B
\
70P.406.20
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EASEAtENr \ T �O/ O 0
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� TRACT 1
LOT
1 _ 64,462.0 SF
1.94 AC / t'48
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LINE BEARING DISTANCE \
Lt N 07'31'18' E 28.37
L2 N 16.36'46' E 18.80'
L8 N 1913T311 E 26.35
L4 N 1312709" E 6.67-
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 16.8' 23.36' 30127-23' N DT29'2Y W 14.0' _ _ O 1L tl
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\ I VeA
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EX. SMH
Ol1TR938.02 / c C
/ Q T
W Z
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DRAWING
GRAPHIC SCALE SHEET
C -1.2
1 IN reel > 1. PROJECT NUMBER
1 Inc lA 20 II
239 -13

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NIF
LOT
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f
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STREAMIMPACTS
REASON FOR IMPACT
ZONE1
AREA(SF)
ZONE
AREA(SF)
IMPACT
TYPE OF
LENGTH
AREA
62
STORM PIPE
NUMBER
IMPACT
(LF)
(SF)
28a
B+
Flul euLYERT
+Ia
1,390
TOTAL
D,D15
T,+aS
roru
145
1,x50
RIIFFFR IMPArrm
IMPACT
NUMBER
REASON FOR IMPACT
ZONE1
AREA(SF)
ZONE
AREA(SF)
BI
PARKINS roM
5,750
6,116
62
STORM PIPE
ow
106
85
fiRAOEIREVEOETATE
28a
d1
CLEAR FOR CON9TX pEVEfiETA
N6
390
TOTAL
D,D15
T,+aS
LEGEND
PERMANENT STREAM IMPACT
®
PERMARENTZONE I BUFFER IMPACT
�\
PERMARENTZONE 2 BUFFER IMPACT
TEMPORARY ZONE I BUFFER IMPACT
TEMPORARY ZONE 2 BUFFER IMPACT
FTC), ,
PROPOSED
r
as
FIX /�
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C7 +5.05• 26.31r 30'2r23' Nor2w27'w 14.W
7D.NZ.(.D) ...
SITE DATA
GENERAL
TOTAL TRACT AREA: 1.91 A..
TRACT: 5201 TRINITY ROAD
WAKE COUNTY PIN(•): 0781-065162
CURRENTZONING: INDUSTRIAL-1
BUILDING
PROPOSED USE: OFFICE I MEDICAL 15.500 50 FT
BUILDING HEIGHT: (MAXIMUM) 50 FT
PARKING
REOUIREOPARKNIO(1 SPACEISOOSF). -- 1e SPACES
PROVIDED PARKING: IB SPACES
PER CITY OF RALEIGH UDO SECTION 10- 2081(.)
SETBACKS
FRONT YARD: 50 FEET
AGGREGATE FRONT YARD AND REAR YARD: 70 FEET
N1EK REAR YARD A0.I0M1a ANOTIFII lAr
100 FEET
NIXEN REARYAIIOA9lOM/a PINl1CRpIR MAY
SIDE YARD: 0 FEET
IFTIREAoOREMTEMDEY RIDTIIMMET
AGGREGATE SIDE YARD (OTHER THAN CORNER): 10 FEET
CORNER LOT SIDE YARD: 50 FEET
REAR YARD: 0 FEET
F YARD ADJOWa ANOTIDI Lm AN0 THE AGGREGATE FRONT
AN0 R[MYARO WIOR1a ARE IIEf.
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REFERENCES:
DB lam PG175
BM 1999, PG 36
BM 2006, PG 2161
GRAPHIC SCALE
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PROJECT NUMBER
239-13

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MMIC 71. I PTNR II LLC
DRAINAGE AREA
( LIMITS mP)
•' L - L 1
c
N
STORMWATER MANAGEMENT
DRAINAGE AREA • 0.86 AC
IMPERVIOUS AREA - 0.88 AC
WATER QUALITY
• FIRST 1• RUNOFF VOLUME • 1,788 CF
• NOTE: FIRST V RUNOFF VOLUME TO BE
TREATED BY A PROPOSED BAND FILTER.
WATER QUANTITY
• STORMWATER RUNOFF GREATER THAN 1'
RAIN EVENT WILL BE BY -PASSED TO AN
UNDERGROUND DETENTION SYSTEM.
• STORMWATER FROM UNDERGROUND
DETENTION WILL BE DISCHARGED TO A
LEVEL SPREADER IN ORDER TO ACHEWE
SHEET FLOW PRIOR TO ENTERING INTO THE
RIPARIAN BUFFER.
O /AO
S osO1^
"Aft ft G36 T
pF
"a aft -_ LEVELSPREADea.. 'V4
I : "�•` I �BYS - SURE DIFFVBf FLOW ONLY)
� -�
r
_ I
�1.•. rnn
r,.Prw aY:
W—P M••: 3120 sF
y • a.o
!y UTn R•a.064 NY.,.1
Po• i h
Yqv 7a>D. Po. W •A
M/W 2]OD 6
wpw • aA. vn.
VAM- 1.A] 6
■•�.ae wovar,. w.•
T.w•.m'.s'OM�WvA7 A•.un•LUlfan �P SOn ns -33.54
am- + Arr•}NrE
A.•„ • as..,. wl. Po
A.. ]1Y 6 .Maw•py.dMeFl.•re•a It
:
O. WALL
• PROP. - - \ 7— -
- CATCH .DRAINAGE
`• III I - _ \�' BA81N AREA LIMITS ` N -
ll
I ti I I V 8671 ►R�P68ED 36' RCP
m
° _._ •• , -
• - -
r,
,
\ aga
OUl
r
r'
oTECTaN r _
All
AVIV, A1fi19D7CTIpN
II
1
:
h. 13,800 S.F. (GROSS) �
-
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P
` '�B � R MP OD ET
gg
�
`- ` ` ♦' `" `' \ \- - STORM 14M ) I %r ^ I
r
Y •.,... .:.. _ rte` ..• ... ,,.. .. ,. ..- -; - � .lei 1!' \ FROM `\
PROPOSED
PROP
/ - '
/ - - \,.., -. ' LEVEL SPREADER CURB CRIUNAGE AREA '1 ��.,� 1 INLET .;- � "� ter$ �- - (DIFFUSE FLOW ONLY) �• ��� �I II 17I / I� II
LIM
LINE 1BEARING DISTANCE
L1 1N 07.31'Il E 23.37'
L2 N 16'33'48• E 18.60'
L3 N 18'3T81' E 26.36'
L4 N 13`2S'00' E 6.8T
k A rnaV. WAL �} -�
Nil
�QCigf /.
A�
7,
9 /<
�� ,� PROP. �'x ;y� � « • • C� , a°
O p .
co
Zj0:
x 2
Q IL
3
W
R
€i
gC�
K O
REFERENCES:
DO 18300, PG 476
BM 1088, PG SB
SM 2006, PG 2154
B a
TRUCTURE RE
PROP. WALL
-461,
PROPOSED
UNDERGROUND
oETENTwNluao) - •Eb� , �.
If
DRAINAGE AREA
LIMITS(TYP) I
GRAP}iIC SCALE;
a
Gn 2
2
U
v+ ?
Q W
a
0=
z
g
O W
3
G W
Lu
in
O Z
ir
� as
2
a W
� Q
N
R
DRAWING
SHEET
C -3.0
PROJECTNUMBEF
239 -13