HomeMy WebLinkAbout20221110 Ver 1_Riparian Buffer Authorization Request_20220817Buffer 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 8/17/2022
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
parrishman33@gmail.com
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:*
09194271180
Parrish Property Group LLC
Matthew Parrish
(for Corporations)
Street Address
623 Vinson Farm Lane
Address Line 2
City State / Province / Region
Clayton NC
Postal / Zip Code Country
27520 United States
B. Project Information and Prior Project History
1. Project Information
1a. Name of Project: *
1e. Email Address:* parrishman33@gmail.com
396 E Stallings Street
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
Id. Subdivision Name: N/A
le. Nearest Municipality: Clayton
If. Property Size: 0.16
acres
1g. County (or Counties) where the project is located:*
Johnston
1h. Property ID#
05036030
Tax PIN or Parcel id
1 i. Deed Information
Date of Purchase
10/12/2021
Type of Book
Deed
Map
Book#
06076
Page#
0585
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
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
• Address Lookup
Manually
Address Lookup
Latitude * 35.6505737
Street Address
396 East Stallings Street
Address Line 2
City State / Province / Region
Clayton NC
Postal / Zip Code Country
27520 US
Longitude *
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: *
Neuse River
2b. Water Quality Classification of nearest receiving water:
Fresh
-78.4531363999999
9
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
50
(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:
There is a house on the lot with 2 decks (one on the front and one on the side), there
is a gravel driveway.
3b. Attach an 8'/z 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
PDF only
3c. Attach an 8 1/2 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
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: *
The house is 24' wide by 50' long. The front porch is 12' wide by 6' deep. The side
porch is 8' long and 4' wide. There is a gravel driveway 24' wide by 25' long.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
E Stallings St - Final Survey.pdf 184KB
PDF only
5. Jurisdictional Determinations
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
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
State
Joshua Brigham
(Name if known)
04/08/2021
t 1
pdf only
*"* Please include the date of the determination and upload a copy of the determination.
Comments:
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
Yes
No
6b. List any permits/approvals that have been requested or obtained for this project in the past.
Application Date
Date Issued
Permit Type
Residential Construction
6c. Please explain and detail according to "help file" instructions.
A permit was issued however on the permit the date issued is marked out. I have a
copy of the permit from the Town of Clayton if needed.
7. Future Project Plans
7a. Is this project a phased project?*
Yes
• No
es
C. Proposed Impacts Inventory
Buffer Impacts
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 026.0607)
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
Map label (e.g. Road
Crossing 1)
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:
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.
The house was strategically set up according to the NCDEQ - Division of Water
Resources Environmental Specialist - Joshua Brigham. The side deck is the only
structure that is in question. According to the plot map the deck is about a foot inside
the riparian buffer however when it was constructed we only built the deck 4' out from
the house and 8' along the house to stay off the buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The house was strategically set up according to the NCDEQ - Division of Water
Resources Environmental Specialist - Joshua Brigham. The side deck is the only
structure that is in question. According to the plot map the deck is about a foot inside
the riparian buffer however when it was constructed we only built the deck 4' out from
the house and 8' along the house to stay off the buffer.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
v Proposed project will not create concentrated stormwater flow through the buffer
Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation
Click the upload button or drag and drop files here to attach document
E Stallings St - Final Survey.pdf 184KB
PDF only
F. Supplementary Information
Environmental Documentation
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?
3 Yes
No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
The side deck on the house is potentially inside the 50' Riparian Buffer.
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
H. Sign and Submit
By digitally signing below, I certify that:
Click the upload button or drag and drop files here to attach document
PDF only
• 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")
▪ 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");
o 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: * Matthew Parrish
Signature
Submission Date:
17Aug2022
(Auto populated field)
Initial Review
Is this accepted into the review process?* • Yes No
Yes
• No
ID#* 20221110
Version:* 1
Select Reviewer: * Colleen Cohn:eads\cmcohn
Select Reviewing Office* Raleigh Regional Office - (919) 791-4200
Is this project a public transportation project?*
Has payment been received?* • No Payment Needed
Fee Received
Need Fee - send electronic notification
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
2) AREAS COMPUTED BY COORDINATE METHOD
3) PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD
4) NO HORIZONTAL CONTROL FOUND WITHIN 2000 FEET OF SURVEY
5) BOUNDARY PREDICATED ON EXISTING MONUMENTATION FOUND IN THE FIELD
6) THIS SURVEY WAS PERFORMED AND MAPPED WITHOUT THE BENEFIT OF A
TITLE SEARCH BY A LICENSED NORTH CAROLINA REAL ESTATE ATTORNEY.
THIS SURVEYOR ASSUMES NO LIABILITY FROM ANY FACTS AND/OR
OMISSIONS (SUCH AS EASEMENTS OR UNDERGROUND PIPES, ETC.) THAT
MAY BE REVEALED BY A TITLE SEARCH BY A LICENSED NORTH CAROLINA
REAL ESTATE ATTORNEY.
LINE
BEARING
DISTANCE
L1
N70'19'56"W
13.06'
L2
N74'56'35"W
42.67'
L3
N25'28'59"E
16.79'
L4
S25'52'28"W
8.50'
L5
S23'34'44"W
46.33'
IMPERVIOUS SURFACE TABLE
N/F
TRI CITY DEVELOPMENT CORP
DB 888 PG 514
PN 05036017A
SCA VENTURES LLC \\
DB 3557 PG 4
PN 05036090
HOUSE 1215 SF
GRAVEL DRIVE 1040 SF
TOTAL 2255 SF
LOT AREA 7558 SF
% OF IMPERVIOUS AREA 29.8%
/
/
N/F
1 /4"IPS
FLUSH
/
/
/
/
/
/ \
(,35)
N/F
SCA VENTURES
DB 3496 PG 592
PN 05036034
MINIMUM BUILDING SETBACKS
ZONING: R-6
FRONT 25 FEET
SIDE 6 FEET
SIDE STREET 10 FEET
REAR 20 FEET
SCALE: 1" = 40'
3„00,2c.17ZN
1/2"IPF
FLUSH
re
0.
0
DECK
22.0
1 SFD
CO L2
1 /4"IPS wM
FLUSH
E STALLINGS
50' R/W (PUBLIC)
DECK
GRAVEL
DRIVE
20
0
40
80
CP 171
A
1 <c, 0%-
6� m
1/2"IPF
FLUSH
1/2"IPF
FLUSH
N
N
0
0
w
'1°
0`1/
z
m
M„217,90.17ZS
VICINITY MAP
(not to scale)
0 a,
z
° TIE LINE ONLY
1/2"IPF S65'57' 16"E 0
50.10'
FLUSH
DB 6076 PG 585
PN 05036030
7558 SF
0.174 AC
1/2"IPF
FLUSH
1 /- 4"IPS
FLUSH
1/2"IPF
0 FLUSH
k37)
N/F
R&G3 LLC
DB 5352 PG 404
PN 05036087
1/2"IPF
FLUSH
LOT 36
BR O UGHT ON PR OPER T Y
O IPF
• IPS
O RRSF
1SFD
WV
WM
CO
S.F.
100.0
CAN
ELEC
PB
PP
00
- —
LEGEND
IRON PIPE FOUND
IRON PIN SET
RAILROAD SPIKE
1 STORY FRAME
DWELLING
WATER VALVE
WATER METER
CLEAN OUT
SQUARE FEET
ELEVATIONS
CABLE TV BOX
ELECTRIC BOX
PLAT BOOK
POWER POLE
DEED BOOK
UNES NOT SURVEYED
01111111/
O‘‘c, SSJo //
_`` e�SEAL .-7
L-3990 E.7.
% 0 , f) SUFZ\I
III
NOT PREPARED FOR RECORDATION JOB NO. 4090.001
I, CURK T. LANE CERTIFY THAT THIS MAP WAS DRAWN FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION, THAT THE ERROR
OF CLOSURE AS CALCULATED IS 1:10,000+, THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN A OKEN UNES.
FINAL SURVEY
FOR
PARRISH PROPERTY
GROUP, LLC
E STALLINGS ST, CLAYTON, NC 27520
CLAYTON TOWNSHIP JOHNSTON COUNTY NORTH CAROLINA
TRUE LINE ,SURYEYING; P. C.
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: (919) 359-0427
FAX: (919) 359-0428
www.truelinesurveying.com
C-1857
L - 3990
REGISTRATION NUMBER
SURVEY
•:
DATE OF 222
SURVEY: 4 / /
DRAWN: MATT
DATE: 4/25/22
CHECKED: CURK
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
2) AREAS COMPUTED BY COORDINATE METHOD
3) PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD
4) NO HORIZONTAL CONTROL FOUND WITHIN 2000 FEET OF SURVEY
5) BOUNDARY PREDICATED ON EXISTING MONUMENTATION FOUND IN THE FIELD
6) THIS SURVEY WAS PERFORMED AND MAPPED WITHOUT THE BENEFIT OF A
TITLE SEARCH BY A LICENSED NORTH CAROLINA REAL ESTATE ATTORNEY.
THIS SURVEYOR ASSUMES NO LIABILITY FROM ANY FACTS AND/OR
OMISSIONS (SUCH AS EASEMENTS OR UNDERGROUND PIPES, ETC.) THAT
MAY BE REVEALED BY A TITLE SEARCH BY A LICENSED NORTH CAROLINA
REAL ESTATE ATTORNEY.
LINE
BEARING
DISTANCE
L1
N70'19'56"W
13.06'
L2
N74'56'35"W
42.67'
L3
N25'28'59"E
16.79'
L4
S25'52'28"W
8.50'
L5
S23'34'44"W
46.33'
IMPERVIOUS SURFACE TABLE
N/F
TRI CITY DEVELOPMENT CORP
DB 888 PG 514
PN 05036017A
SCA VENTURES LLC \\
DB 3557 PG 4
PN 05036090
HOUSE 1215 SF
GRAVEL DRIVE 1040 SF
TOTAL 2255 SF
LOT AREA 7558 SF
% OF IMPERVIOUS AREA 29.8%
/
/
N/F
1 /4"IPS
FLUSH
/
/
/
/
/
/ \
(,35)
N/F
SCA VENTURES
DB 3496 PG 592
PN 05036034
MINIMUM BUILDING SETBACKS
ZONING: R-6
FRONT 25 FEET
SIDE 6 FEET
SIDE STREET 10 FEET
REAR 20 FEET
SCALE: 1" = 40'
3„00,2c.17ZN
1/2"IPF
FLUSH
re
0.
0
DECK
22.0
1 SFD
CO L2
1 /4"IPS wM
FLUSH
E STALLINGS
50' R/W (PUBLIC)
DECK
GRAVEL
DRIVE
20
0
40
80
CP 171
A
1 <c, 0%-
6� m
1/2"IPF
FLUSH
1/2"IPF
FLUSH
N
N
0
0
w
'1°
0`1/
z
m
M„217,90.17ZS
VICINITY MAP
(not to scale)
0 a,
z
° TIE LINE ONLY
1/2"IPF S65'57' 16"E 0
50.10'
FLUSH
DB 6076 PG 585
PN 05036030
7558 SF
0.174 AC
1/2"IPF
FLUSH
1 /- 4"IPS
FLUSH
1/2"IPF
0 FLUSH
k37)
N/F
R&G3 LLC
DB 5352 PG 404
PN 05036087
1/2"IPF
FLUSH
LOT 36
BR O UGHT ON PR OPER T Y
O IPF
• IPS
O RRSF
1SFD
WV
WM
CO
S.F.
100.0
CAN
ELEC
PB
PP
00
- —
LEGEND
IRON PIPE FOUND
IRON PIN SET
RAILROAD SPIKE
1 STORY FRAME
DWELLING
WATER VALVE
WATER METER
CLEAN OUT
SQUARE FEET
ELEVATIONS
CABLE TV BOX
ELECTRIC BOX
PLAT BOOK
POWER POLE
DEED BOOK
UNES NOT SURVEYED
01111111/
O‘‘c, SSJo //
_`` e�SEAL .-7
L-3990 E.7.
% 0 , f) SUFZ\I
III
NOT PREPARED FOR RECORDATION JOB NO. 4090.001
I, CURK T. LANE CERTIFY THAT THIS MAP WAS DRAWN FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION, THAT THE ERROR
OF CLOSURE AS CALCULATED IS 1:10,000+, THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN A OKEN UNES.
FINAL SURVEY
FOR
PARRISH PROPERTY
GROUP, LLC
E STALLINGS ST, CLAYTON, NC 27520
CLAYTON TOWNSHIP JOHNSTON COUNTY NORTH CAROLINA
TRUE LINE ,SURYEYING; P. C.
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: (919) 359-0427
FAX: (919) 359-0428
www.truelinesurveying.com
C-1857
L - 3990
REGISTRATION NUMBER
SURVEY
•:
DATE OF 222
SURVEY: 4 / /
DRAWN: MATT
DATE: 4/25/22
CHECKED: CURK