20220677 Ver 1_Riparian Buffer Authorization Request_20220515

Buffer Authorization Application Form
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23/2018
Original Submittal 5/15/2022
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
Is there an agent working on this application but Yes
not submitting it? • No
1. Property Owner Information:
la. Name on Recorded Deed: *
1b. Responsible Party:
lc. Mailing Address:*
Id. Telephone:*
9199174150
Jeramie Kyle Hockman
Jeramie Kyle Hockman
(for Corporations)
Street Address
1306 Wicklow Drive
Address Line 2
City State / Province / Region
Cary NC
Postal / Zip Code Country
27511 United States
1e. Email Address:* [e-mail]
B. Project Information and Prior Project History
1. Project Information
.........................................................................................
1a. Name of Project: *
Home Addition
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
Id. Subdivision Name: Briarcliff
le. Nearest Municipality: Cary
If. Property Size: 0.32
acres

1g. County (or Counties) where the project is located:*
Wake
1h. Property ID#
0763240241
Tax PIN or Parcel id
1 i. Deed Information
Date of Purchase
8/31/2016
Type of Book
Book#
Page#
Deed
16515
1126
Map
0763
13
1 j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
US TOPO MAP Wicklow.pdf 199.82KB
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
• Address Lookup
Manually
Address Lookup
Latitude * 35.76730
Street Address
1306 Wicklow Drive
Address Line 2
City State / Province / Region
Cary NC
Postal / Zip Code Country
27511 United States
Longitude* -78.79111
11. Is the project located in any of North Carolina's twenty coastal counties?*
Yes
• No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Swift Creek
2b. Water Quality Classification of nearest receiving water: *
Dead Stream
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
135
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
The site is maintained and cleared for residential use. There is a natural area that
lines the bank of the river. The natural and unmaintained are to remain undisturbed.
The area of the project is currently partially covered by a 212 sgft deck. The land that
the project will site on is currently grass on hard soil.

3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach document
NC_Cary_20190730_TM_geoTopo.pdf 109.18MB
PDF only
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site.
Click the upload button or drag and drop files here to attach document
NC_Cary_162024_1993_24000_geoTOPO.pdf 16.29MB
PDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: *
We are looking to add a 802 sqft addition to the existing structure. The existing
attached 50 sqft storage will be removed and the 212 sqft deck will be removed as
well. The unattached 100 sqft shed will be removed as well. We are also proposing
the removal of the 458 sqft driveway and replace it with permeable pavers. This will
be the removal of 818 sqft of impervious surface. The addition is to expand the living
space of our home to meet our families needs. We are in need of an additional
bedroom and living space. The new addition will add storage space to our house as
well as it currently lacks sufficient storage due to designs from when the house was
built in the 70's. The addition will be built on a foundation with a crawl space. A small
backhoe will be used to dig the footers. The rest of the building will be done manually.
We will take every effort to limit runoff from the project by funneling the water flow to
the lower area of the yard where it can settle and leach into the ground.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
Briarcliff Lot 74 03022022F_withAddFootpring-03-24-
22.pdf
PDF only
5. Jurisdictional Determinations
803.51 KB
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project
(including all prior phases) in the past?*
Yes
• No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
Yes
• No
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
Buffer Impacts
O Yes
O No

Project is in which protected Basin?*
• Neuse River Basin (15A NCAC 02B.0233)
Catawba River Basin (15A NCAC 02B.0243)
Randleman Lake Watershed (15A NCAC 02B.0250)
Tar -Pamlico River Basin (15A NCAC 02B.0259)
Jordan Lake Watershed (15A NCAC 02B.0267)
Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type
Zone 1
Zone 2
Home addition
Map label (e.g. Road
Crossing 1)
Swift Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
0.00
Square
Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 0.00
Total Buffer Impacts: 0.00
Comments:
We are looking to add a 802 sqft addition to the existing structure. The existing
attached 50 sqft storage will be removed and the 212 sqft deck will be removed as
well. The unattached 100 sqft shed will be removed as well. We are also proposing
the removal of the 458 sqft driveway and replace it with permeable pavers. This will
be the removal of 818 sqft of impervious surface. This is all in the hopes of offsetting
the impact of the addition in regards to water run-off.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
...........................................................................................................................................................................................................................................................................................................................................................
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
We are looking to add a 802 sqft addition to the existing structure. The existing
attached 50 sqft storage will be removed and the 212 sqft deck will be removed as
well. The unattached 100 sqft shed will be removed as well. We are also proposing
the removal of the 458 sqft driveway and replace it with permeable pavers. This will
be the removal of 818 sqft of impervious surface. A small backhoe will be used to dig
the footers. The rest of the building will be done manually. We will take every effort to
limit runoff from the project by funneling the water flow to the lower area of the yard
where it can settle and leach into the ground (diffuse flow). We will use all best
practices with regards to runoff and drainage from the project. We take great care to
not disturb the surrounding landscape.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
We will us manual building techniques and avoid the use of heavy machinery as to
avoid disturbing the surrounding soil. Runoff prevention will be used to slow the flow
of runoff and retain it so that it can seep into the ground (diffuse flow). Like listed in
other areas of this document, we are planning to remove and an all impervious
surface that we can as to mitigate the impact of this project so that no additional
impervious surface is added to the property due to this addition.
E. Diffuse Flow Plan

la. What type of SCM are you providing?*
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Proposed project will not create concentrated stormwater flow through the buffer
Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
US TOPO MAP Wicklow.pdf 199.82KB
PDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes
No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface
Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
Yes
No
2b. Is this an after -the -fact buffer authorization application?
Yes
(• No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
Click the upload button or drag and drop files here to attach document
PDF only
Due to the current housing market we really need to be able to execute this home
addition. Our family has outgrown our home and we have little to no options for
moving. This is due to socioeconomic economic issues, custody matters and
opportunity. We are owner contracting this project and want to make sure everything
is done to the highest standards and to the letter of the law. Please assist us with any
deficiencies in this application. Thank you for time!
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions
Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
▪ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the application form."
Print Name: * Jeramie Hockman

Signature
Submission Date:
5/15/2022
(Auto populated field)

Initial Review
Is this accepted into the review process?* • Yes No
Yes
• No
ID#* 20220677
Version:* 1
Select Reviewer: * Colleen Cohn:eads\cmcohn
Select Reviewing Office* Raleigh Regional Office - [phone]
Is this project a public transportation project?*
Has payment been received?* • No Payment Needed
Fee Received
Need Fee - send electronic notification

OF THE
USGS U.S. DEPARTMENT
U.S. GEOL GIICAL SURVEY
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science fora changing world
-78.8750°
35.8750° 692worn E
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Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery NAIP, May 2016 - November 2016
Roads U.S. Census Bureau, 2016
Names GNIS, 1980 - 2017
Hydrography National Hydrography Dataset, 1899 - 2018
Contours National Elevation Dataset, 2008
Boundaries Multiple sources; see metadata file 2017 - 2018
Wetlands FWS National Wetlands Inventory 1983
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U.S. DEPARTMENT OF THE INTERIOR
science for a changing world U.S. GEOLOGICAL SURVEY
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1973
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1 000-meter grid: Universal Transverse Mercator, zone 17
2 500-meter ticks: North Carolina Coordinate System of 1983
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Landmark buildings verified 1973
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VICINITY MAP (NOT TO SCALE)
LEGEND
IPS
IPF
ERB 0
PKF 0
DHF 0
CC ®
WM
WFH'ICY*
WV pQ
MHSS 0
CO
TRAN D
IRON PIPE SET
IRON PIPE FOUND
EXISTING REBAR
PK NAIL FOUND
DRILL HOLE FOUND
COMPUTED CORNER
WATER METER
WATER HYDRANT IVY CREEK TOWNHOMES
WATER VALVE DB 8252 PG 2241
BOM 1998 PG 1743
MANHOLE SANITARY SEWER PIN# 0763147198
SANITARY SEWER CLEANOUT
TRANSFORMER
-OHU-OVERHEAD UTILITIES
X EXISTING FENCE
1. LOT IS SUBJECT TO THE TOWN OF CARY & WAKE COUNTY DEVELOPMENT & ZONING REQUIREMENTS
2. LOT IS SUBJECT TO ALL EASEMENTS, BUFFERS SETBACKS AND RESTRICTIONS OF RECORD.
3. LOT IS INDEXED AS WAKE COUNTY PIN#0763240241.
4. LOT IS ADDRESSED AS 1306 WICKLOW DRIVE, CARY, NORTH CAROLINA.
5. NO TITLE SEARCH RECEIVED AT TIME OF SURVEY. SUBJECT TO REVIEW IF ONE IS PERFORMED.
6. INFORMATION SHOWN BASED ON FIELD LOCATED ABOVE GROUND STRUCTURES AND REFERENCES LISTED.
7. PRIOR TO LAND DISTURBING ACTIVITIES HAVE UNDERGROUND LINES DETERMINED BY PROFESSIONALS.
8. AREA COMPUTED BY COORDINATE METHOD. NO MONUMENT REPORTED WITHIN 2000' OF SITE.
9. DISTANCES SHOWN ARE HORIZONTAL GROUND MEASURED IN FEET UNLESS OTHERWISE NOTED.
10. THE SOLE PURPOSE OF THIS DRAWING IS TO DEPICT THE EXISTING ABOVE GROUND FEATURES AS FIELD LOCATED
AND LABEL THE EXISTING IMPERVIOUS AREAS ONLY.
11. THIS IS NOT A FLOOD STUDY AND RIPARIAN AND OTHER BUFFERS MAY EXIST.
12. BUILDING SETBACKS ARE TO FOUNDATION/WALL LINE OF STRUCTURE OVERHANGS WILL BE CLOSER.
13. CONTACT KRAUSE SURVEYING ASSOCIATES FOR ANY DESIRED ON OR OFFSITE LOCATIONS, REVISIONS OR COPIES
IN THE FUTURE. ALL COPYRIGHTS RESERVED.
14. PORTIONS OF THIS LOT WERE COVERED WITH IVY, BUSHES, LEAVES AND OTHER DEBRIS ETC. AT TIME OF SURVEY
THEREFORE ITEMS MAY EXIST OTHER THAN THOSE SHOWN. CREEK BANKS ARE WASHING AWAY.
15. THIS PROPERTY LIES WITHIN ZONE X (MINIMAL RISK) PER FEMA MAP# 3720076300J EFFECTIVE DATE: MAY 2, 2006.
16. IRON PIPES OR EXISTING REBARS FOUND AT OR NEAR GROUND SURFACE UNLESS OTHERWISE NOTED.
17. CONTACT AN ATTORNEY WITH QUESTIONS OF OWNERSHIP, EASEMENTS, RIGHTS OF WAY OF EXISTING AND
POSSIBLE PROPOSED ROADS, SETBACKS, POSSIBLE OVERLAP/GAP, IMPERVIOUS AREAS AND OTHER RIGHTS.
18. THIS SURVEY IS OF AN EXISTING PARCEL AND DOES NOT CREATE ANY NEW LOT LINES, EASEMENTS, ETC.
N/F
5/8" IPF
IN CREEK BED
0.5' AG
UPED ElUTILITY PEDISTAL IPF TO CC
UTV El UTILITY VAULT N48°33'05"W 0.18'
CATV 0 CABLE TELEVISION PEDISTAL
SATV 0 SATELLITE TELEVISION DISH
EM QE ELECTRIC METER
G GQ GAS VALVE
LP XX LAMP POST
UPcO' UTILITY POLE
MB O MAILBOX
BG BELOW GROUND
AG ABOVEGROUND
SIGN
NFNS NOT FOUND NOT SET
BOC BACK OF CURB
EOP EDGE OF PAVEMENT
OVH OVERHANG
WSS 0 WOOD STAKE SET
RTW RETAINING WALL BLOCKS
ICV IRRIGATION CONTROL VALVE
LST LANDSCAPE TIMBERS
® WELL
R/W
A/C B
CONC.
RIGHT OF WAY
AIR CONDITIONING
CONCRETE
(RCP)REINFORCED
CONCRETE PIPE
ESMT EASEMENT
SF SQUARE FEET
CI I I CURB INLET
SEWER LINE
3/4" IPF
0.6' BG (7)-
IPF TO CC
S30°52'22"W 0.09'
CC
N/F
PLAT TIE ONLY
N41-55'00"E 66.37'
SWIFT CREEK MEANDERS
CONTACT A SOIL SCIENTIST
FOR DETAILED STUDY
IF NEEDED
Curve Table
Curve #
Length
Radius
Delta
CHD BRG
CHD DIST
C1
95.12
545.81
9°59'07"
S31 °53'21 "W
95.00
C2
109.44
545.81
11 °29'20"
N21 °09'07"E
109.26
C3
81.82
545.81
8'35'19"
S41 °10'34"W
81.74
C4
8.27
545.81
0'52'03"
S45°54'15"W
8.26
N/F
LOT#74
DB 16515 PG 1126
BOM 1969 PG 145
PIN# 0763240241
14,744 SF+/-
0.338 ACRES+/-
CHAINLINK FENCE
CROSSES PLAT LINE
BY 2.37'+/-
WOOD PRIVACY
FENCE
FRAME STORAGE
BUILDING
8.17' X 8.27'
68 SF+/ -
WOOD FENCE
CROSSES PLAT LINE
BY 5.74'+/-
0.57'
--X
ONE STORY
BRICK & FRAME
1,153 SF+/ -
INCLUDES STEPS
LOT#75
DB 16336 PG 531
BOM 1969 PG 145
PIN# 0763149176
3/4" IPF
4' BG
GRAVEL
DRIVEWAY
245 SF+/-
9.32'
5/8" IPF
0.1' BG
IPF TO CC
S38°39'35"E 0.17'
C3
S6°39'06"E
19.38'
TIE TO
MAG NAIL
FOUND UTV
MHSS 3/8" ERB
FLUSH
C�} IPF TO CC
S50°09'25"W 0.80'
NOTE:
LIMITS OF NEW ADDITION ADDED BY
DOUGLAS MCCLENTIC ARCHITECT PLLC FOR
ILLUSTRATIVE PURPOSES ONLY. 03-24-22
t/ BLOCK
FO RTW FIRE
21 SF+/- PIT
REA OF NE
ADDITION
ON SITE
CONC.
458 SF+/ -
EXISTING
HOUSE
N/F
LOT#3
DB 10563 PG 1837
BOM 1979 PG 589
ioN PIN# 0763148365
0
- - o
o'
A/C m
UNIT z
9 SF+/- 71
OFF SITE wICKL0W DRIVE
CONC.
117 SF+/-
50' PUBLIC RIW
BOM 1969 PG 145
REPAIRS UNDER WAY
EXISTING CONDITIONS SURVEY WITH IMPERVIOUS LABELS
CI o
5/8" IPF
0.3' AG
IPF TO CC
S71°48'01"E 0.31'
5/8"IPF0.4'AG
S25°13'31"E 0.53'
N/F
LOT#2
DB 11149 PG 1
BOM 1979 PG 589
PIN# 0763149432
CC
rn
N
1/2" IPF
0.1' BG
IPF TO CC
N30-52'22"E 0.09'
SCALED FROM BOM 1969 PO 145
TOP OF SLOPE
TOP OF BANK
NOTE: CREEK BANKS ARE WASHING
OUT DURING WEATHER EVENTS
RECOMMEND CONTACTING AN ATTORNEY AND
PROPER GOVERNMENTAL AGENCIES TO GET ADVICE ON
HOW TO STABILIZE IF POSSIBLE.
BLOCK
RTW (2)
50 SF+/ -
APPROXIMATE
LOCATION
SET
REE
MHSS
N/F
LOT#73
DB 13296 PG 2553
BOM 1969 PG 145
PIN# 0763240289
NOTE: ATTENTION IS NEEDED
AT TRANSFORMER LOCATION
GROUND IS COMPROMISED
BY CREEK BANK WASHING
IT WAS BROUGHT TO THE
ATTENTION OF THE FOREMAN
WORKING ON THE RCP ON
OTHER SIDE OF WICKLOW DRIVE
ON FEBRUARY 10, 2022
BY MIKE KRAUSE, PLS.
TRAN
1" IPF
0.4' BG
IPF TO CC
S4018.37"W 1.48'
REFERENCES
DB 16515 PG 1126
DB 16336 PG 531
DB 8252 PG 2241
DB11149PG1
DB 10563 PG 1837
DB 13296 PG 2553
BOM 1969 PG 145
BOM 1998 PG 1743
BOM 1979 PG 589
WAKE COUNTY GIS &
REGISTRY ONLINE SERVICES
02
I, MICHAEL W. KRAUSE CERTIFY THAT THIS PLAT AND THE FIELD SURVEY ON WHICH IT IS BASED WERE PERFORMED UNDER MY DIRECT SUPERVISION, THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED BY
DASHED LINES DRAWN FROM INFORMATION RECORDED AT REFERENCES SHOWN. THAT THE RATIO OF PRECISION AS CALCULATED IS 1:20,0001: AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS 11TH DAY OF FEBRUARY, A.D., 2022.
PROFESSIONAL LAND SURVEYOR
L-3910
LICENSE NUMBER
KSA
Krause Surveying Associates, Inc.
DRAWN BY: MWK
CHECKED BY: MWK
GRAPHIC SCALE
40 0 20
40
PROPERTY OF:
JERAMIE K. HOCKMAN
LOT# 74 BRIARCLIFF SUBDIVISION, SECTION 5
ADDRESS: 1306 WICKLOW DRIVE
5533 HWY 42 WEST
SUITE A-4 UNIT 6
Garner, N.C. 27529
(919)-661-4090 LICENSE # C-2066
1 inch = 40 ft.
CARY TWP WAKE COUNTY
NORTH CAROLINA
DATE: FEBRUARY 11, 2022 SCALE: 1"=40'

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