20210946 Ver 1_Riparian Buffer Authorization Request_20210513

Buffer Authorization Application Form
15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo
Update 10/23/2018
Water Resources
ENVIRONMENTAL QUALITY
Original Submittal 5/13/2021
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
Is there an agent working on this application
but not submitting it?
[e-mail]
Rease list the contact person's enail for questions or paynent on this project if needed.
r1 Owner
✓ Applicant other than Owner
✓ Agent
r Yes
C No
1. Property Owner Information:
la. Name on Recorded Deed:* Philip and Tamara Perdue
1b. Responsible Party: Same
(for Corporations)
lc. Mailing Address:*
Id. Telephone:* 252-341-8994
Street Address
171 Holly Hills Road
Address Line 2
City
Greenville
Fbstal / Zip Code
27858-8443
B. Project Information and Prior Project History
.............................................................................................
1. Project Information
.............................................................................................
la. Name of Project:*
State / R-ovince / Region
NC
Country
US
1e. Email Address:* [e-mail]
Perdue Hilltop Lane Remodel
(Subdivision, facility, or establishrrent name)
1b. Is this a publicly -funded transportation project?*
C Yes
C No
Id. Subdivision Name: Longacre township
le. Nearest
Municipality:
If. Property Size:
Washington
0.41
acres
n

1g. County (or Counties) where the project is located:*
Beaufort
1h. Property ID# Date of Purchase
04024193
Tax RN or Parcel id
1 i. Deed Information
4/1/2010
Type of Book 1 Book#
Deed
LM ap
J
Page#
458-458
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
aick the upload button or drag and drop files here to attach docurrent
Site Plan showing setbacks.pdf 5.91 MB
FEF only
1k. How would you like to provide the Latitude and Longitude information?*
Cr Address Lookup
r Manually
Address Lookup
Latitude * 35.4905327
Street Address
171 Hilltop Lane
Address Line 2
City State / Rovince / Region
Washington NC
Fbstal / Zip Code Country
27889-8522 US
Longitude *
11. Is the project located in any of North Carolina's twenty coastal counties?*
No
76.95994019999999
1m. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)?
C Yes
r No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Broad Creek
2b. Water Quality Classification of nearest receiving water:*
SB;nsw
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
108
(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:
Existing house on site. Lot is elevated above flood elevation and is not in a flood
zone. Bulkhead along water. Neighborhood and houses on both sides.
3b. Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
aick the upload button or drag and drop files here to attach docurrent
NC_Blounts_Bay_20190725_TM_geo.pdf 61.11MB
FDF only
3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
aick the upload button or drag and drop files here to attach docurrent
beaufort.pdf 12.03MB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
Intend to remodel existing house maintaining side lot lines to avoid encroachment
on existing septic system. The septic system sits on the south side of the house. We
have been told that we cannot move the septic system to another location because
of the existing well, so we are building what we need in the space that we have. We
will be using the house as a second home on weekends. It will be lifted off the
ground 10' to bottom of finished first floor and placed on wood piers with masonry
piers on roadside of house.
We plan to extensively landscape on the riverside of the home at both corners of
framed addition and deck area to catch any runoff from gutter systems and roofline.
Attach a site plan as applicable to the project:
aick the upload button or drag and drop files here to attach docurrent
Perdue-PIan051221.pdf
PerdueHilltopMitigationChart. pdf
ItF only
5. Jurisdictional Determinations
132.48KB
171.46KB
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?*
f Yes
C' No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
F Yes
r No
6b. List any permits/approvals that have been requested or obtained for this project in the past.
Application Date
Date Issued
Permit Type
6c. Please explain and detail according to "help file" instructions.*
We have applied for septic permit earlier this year, but not for the most recent plans
which have been adapted to stay away from existing septic. We are waiting for
CAMA and then we will apply for septic, and after that,for building permit. I think that
is the proper order in which to do it?
7. Future Project Plans

7a. Is this project a phased project?*
f Yes
C: No
C. Proposed Impacts Inventory
Buffer Impacts
...................................................................... .........................................................................................
Project is in which protected Basin?*
C' Neuse River Basin (15A NCAC 02B.0233)
C 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
Master BR and
deck addition
Map label (e.g. Road
Crossing 1)
broad creek
Permanent
(P)
FFrmor Tenp
Allowable w/
mitigation
0.00
Square
Feet
500.00
Square
Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 500.00
Total Buffer Impacts: 500.00
Comments:
Of the zone 2 impact, appro>dmately 50 feet is a framed building with a roof, and
approximately 450 feet is a deck with spaced boards which will sit about 10 feet in
the air. We will have unfinished area below the deck.
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.*
To minimize impact, we plan to build a raingarden with 5 shrubbery and perennials
that will sit at the end of the proposed framed master bedroom addition (on plat, it
shows a 12" hardwood near the old deck which will be removed). Gutters will be
added to the roofline and downspouts will channel the water into the raingarden on
that end, and at the other end near the southern end of the deck, we will also have
shrubbery and flower bed. We will attempt to grow grass under the raised deck and
keep the finishing pervious to rainfall under the deck.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Boards on the deck will be wide -spaced to allow rainfall to pass through. Gutters
and downspouts on roofline (see previous section).
2. Buffer Mitigation
2a. The table below identifies the square footage of impact to each zone of the riparian buffer and the required mitigation.
Zone 1

Total Impact
Multiplier
Required Mitigation
0.00
Square Feet
3
0
Square Feet
Zone 2
Total Impact
Multiplier
Required Mitigation
500.00
Square Feet
1.50
1
750.00
Square Feet
2b. What is the mitigation plan proposed for
this project?*
r Payment to private mitigation bank
r Payment to Division of Mitigation (DMS)
17 Permittee responsible mitigation
2c. Provide a description of your mitigation plan.*
Per the attached plan, we will use both eastern corners of house (on waterside of
house) to create raingardens/flower beds to collect gutter runoff. Each garden will
have 3-5 small shrubs such as encore azaleas and a variety of perennials such as
zebra grass or coreopsis. At the southern side, we will have a butterfly bush along
with the other aforementioned plants. There is existing grass in the area where the
deck will go, and we will plan to keep that to mitigate any water dripping through the
deck. In addition, we will plant small mounding bushes or flowering plants in front of
the existing row of 12" stone which will run under the front edge of the deck. Those
rocks were placed by the previous owner many years ago, and they have grass
growing between them.
2d. 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.*
aickthe upload button or drag and drop files here to attach docurrent
PerdueHilltopMitigationChart.pdf 171.46KB
FOF only
2g. Comments:
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
❑ Level Spreader
I Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
17 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 docurrent
questionlc.pdf 8.38KB
FDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes
C' 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)?
r Yes
C No
2b. Is this an after -the -fact buffer authorization application?
r Yes
F No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
Dick the upload button or drag and drop files here to attach docunent
FDF only
This is a very complicated form and we have answered all questions to the best of
our ability. Please contact us if we have misunderstood something or not answered
it appropriately. We will be happy to try again.
We are in danger of losing our contractor who has signed on to the job because of
repeated set -backs in the plans due to mis-information about the septic issue and
building on the buffer. We are paying the express application fee in an effort to get
the project rolling ahead before our contractor takes another job. Thank you for the
quickest response that you can give us.
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");
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
o I intend to electronically sign and submit the application form."
Print Name:* Philip S Perdue, Jr
Signature
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?* O Yes in No
Is this project a public transportation
project? *
O Yes
C' No
ID#* 20210946
Version:* 1
Select Reviewer: Robert Tankard:eads\rbtankard
Select Reviewing Office * Washington Regional Office - [phone]
Has payment been received?* ( No Payment Needed
✓ Fee Received
✓ Need Fee - send electronic notification

USGS U.S. DEPARTMENT U.S. GEOLOGICAL SURVEY
OF THE ERIOR
science fora changing world
-77.0000°
35.5000°
319000m E
River A
3930000mN
35.3750°
29
28
27
26
25
24
23
22
21
20
19
18
17
-77.0000
20
dy Banks
Camp Hardee
25
1 � �
19
Is Point
STANH— PE L N
'PATCH RD
20
i
21
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 18S
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, June 2016 - November 2016
Roads U.S. Census Bureau, 2016
Names GNIS, 1980 - 2013
Hydrography National Hydrography Dataset, 1899 - 2018
Contours National Elevation Dataset, 2015
Boundaries Multiple sources; see metadata file 2017 - 2018
Wetlands FWS National Wetlands Inventory 1981 - 1982
21
22
Long_P_oint
Robinson
Point
10°15"
182 MILS
1°7"
20 MILS
22
UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
100,000-m Square ID
UE
Grid Zone Designation
18S
23
NEL RUN
23
0.5 0
24
The National Map
US Topo
24
SCALE 1:24 000
KILOMETERS 1
25
25
Maules Point
2
1000
1
500
0.5
0
METERS 1000 2000
0
1
26
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 5 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
(
it
t-
26
27
NORTH •
CAROLINA
QUADRANGLE LOCATION
2
3
4
6
7
5
8
ADJOINING QUADRANGLES
Ragged Point
27
1 Washington
2 Bunyan
3 Pinetown
4 Hackney
5 Bath
6 Ernul
7 Edward
8 Aurora
28
BLOUNTS BAY QUADRANGLE
NORTH CAROLINA - BEAUFORT COUNTY
7.5-MINUTE SERIES
29
Camp-Leach-
28
Tripp Point
ESEN RD
ROAD CLASSIFICATION
Great Gut
329000mE
Expressway Local Connector
Secondary Hwy Local Road
Ramp 4WD
• Interstate Route
US Route
BLOUNTS BAY, NC
2019
OState Route
-76.8750°
35.5000°
30
29
28
27
26
25
24
23
22
21
20
19
18
391 7000mN
-76.8750°
35.3750°

ftNERROAD
60' RIGHT OF WAY
rr TO WASHINGTON
RIGHT OF USED SYNC AY
DOT
to
Nr-
g.R,1300
TIE LINE
S $9'35'37"W a CONCRETE
11.94' \ DR/VEWAY
Q43 2 N 89'46'30"E 1,EDGE"OF DRIVEWAY IS ON PROPERTY LINE
N
0
•ta
o
0
0
.30"0
PINE
2410
HICKORY
______________=CONCRETE BLOCK
RETAINING WALL '3 C) °LINE MEANDERS ALONG- PROPERTY LINE --'Q 40p pp�p p
PHILLI D TTO HOLB. 1312, P. 4t BAN, JR-
175.90'
14.1'
BUILDING 01
*000 RE7;44,v4v6. w44
4
PIG
TIE
N 82'59'04 W
13.98'
20
0
20
12"3T0
O CHIMNEY-
44.6'
10' SIDE YARD SETBACK LINE
6.4'
co
DWELLING
27.5'
12.2'
11.1'
DECK
1.5'
PORCH 'A
12.1'
BRICK 00
PAT/0 2
WOOD RETAINING WALL
crt
c 0 I-n
t]
rn
r
m z
0
12" 0 HARDWOOD
0
000
0
00
000
00
Oa0
Oa
as
a
N 89'46'30"E
REFERENCE:
D.B. 1715, P. 523
JL//Y
I, HOOD RICHARDSON, CERTIFY THAT UNDER MY DIRECTION AND SUPERVISION,
THIS MAP WAS DRAWN FROM AN ACTUAL LAND SURVEY USING DOCUMENTS
OF RECORD AS SHOWN ON THIS MAP AND THAT THE ERROR OF CLOSURE IS
1:10.000 AS CALCULATED BY LATITUDES AND DEPARTURES, THAT THIS MAP
WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED, NO
DETERMINATION OTHER THAN AS IS SHOWN ON THIS MAP HAS BEEN MADE
ABOUT G.S. 47-30, SECTION 3, (F), (11), DASHED LINES WITHOUT NOTATION
ARE NOT SUf WEY D. WITNES MY 1044VL ON THIS 1ST DAY OF
MARCJr.202" SARI0____•*'
• s
HOOD
L.
RICHARDSON, P.L.S
THIS IS A SURVEY OF AN
EXISTING PARCEL OF LAND
33.00
50' RIPARIAN BUFFER
10' SIDFAYARDSETBACK
ETB AK LINE
BRICK
D/LAPfDATED
21464' eev Per----- ---- -----�_-------------
JAMES M. FORTES ELVIRA W. FORTES UE
E, SR
PLAT CAB j&P 449
SLIDEs
40
60
GRAPHIC SCALE — FEET
LEGEND:
• FOUND IRON PIPE
FOUND IRON AXLE
O FOUND MAG NAIL
O POINT
c. CENTERLINE
—1-- NOT TO SCALE
p TELEPHONE PEDESTAL
® WATER METER
p EEC'TRTCITY METER
• POWER POLE
s^^ter POWER LINE
REMODEL FOOTPRINT
0 24' 0 PINE
LfziA PtgAt�
- i®s'pr' 9 :40
s
L-2522
ti
'�%•.s,R100>
I. O S 31 17'40"E
9.52'
II
Allii11i
711111111111111110§11MIN
1=
s
W
01
0)
cV
S 79'09'28"E
12.12'
0
JETTY
tri
0
BEAUFORT COUNTY SETBACKS
(SUBDIVISON ORDINANCE)
SIDE YARD: 10 FEET
BACK YARD: 25 FEET
FRONT YARD: 30 FEET
CAMA AEC SETBACK: 30 FEET (INLAND WATERS)
NC DEQ RIPARIAN BUFFER: 50 FEET
(RIPARIAN BUFFER GOVERNS)
SITE PLAN
REVISED 03/01/21: BUFFERS & SETBACKS
PROPERTY OF:
PHILIP S. PERDUE &
TAMARA 0. PERDUE
LONG ACRE TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
SCALE: 1" = 20' SURVEY DATE: JANUARY 29, 2021
SURVEYED BY: HOOD RICHARDSON, P.A.
ENGINEERS —PLANNERS
110 WEST 2ND STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
GAM 21-01-015—A

`30NVIIYA 1LY 38Y 3NYS 383HA 0319dNI IO
'038183S30'NAOHS DNIH.LANY 83A0 33N303338d 3AY.L 99YHS ONY DNI09If18 SIHy 80d SNOI.V31d133dS
d0 IBYd SY 03830ISN03 38 99YHS `313 `SNOI.LY9(1D38 `S33NYN1080 `53003 9Y309 ONY
`3.LYJ,S 1Y8303d 99Y:310N 'NOIJ13f18.LSN03 9Yf1.L3Y dO J IVJ1S 3H.L OJ1 8018d `S1YI31dd0 3003 DN1091f18
9Y309 8f10A HJdA N33H3 ONY 3310113 800A d0 833NIDN3 8O 13311H38Y 9Y309 Y J11f1SNO3 f10A
,LYH.L 030N3NN0338 SI 11 `SNOIJJONO3 83HJY3A ONY ON1091f18 9Y309 83H10 ONY SJ,N3N381flb38
3003 DNI091f18 9Y309 NI 33NYIIYA ,LY380 Hi d0 3Sf1Y338 ONY `N0113f18JSNO3 9Yf1J,3Y 3HIL 83A0
108.000 ONY `NOISIA83df1S `NOI.LYJ,9f1SNOO ..31IS NO.. 80/0NY 9YNOS83d 3AISN3.LX3 DN10IA08d dO
Ay19I9ISSOdNI 3HJ, d0 3Sf1Y338 'MAHAOH `S.LNI8d3f198 ONY SNY9d 3S3HJI d0 NOIJIY383 3111 O.NI 3N0D
3AYH .L80dd3 ONY 38Y3 1Y38D -•NDIS30• SJNI8d3f198:3 0N'93NNOS83d 03Z180H.Lf1Y A8 DNI.ISA
NI 03A08ddY ONY 031N3S38d ION 383A H3IHA S2DNYH3 NOIS30 311S NO 110.1 3981SNOdS38 ION SI
NYNSydY80 3H1'3.LIS 801' ,LY SNOISN3NI0 99Y 80d 3981SNOdS38 38 ONY Ad183A 99YHS 8013Y8INO3
2
WO0 °1 1 VMaC1O0M0N °1d0
' OMJ-M 1V 19WWO9* 9 0 I /U139 NO 119f1>119N0O *
%1 I N) 1530 31 19* 9NV 1cl W015f19.
90-170-9176-Z5Z
01100M3N 'Id0
NI
911' 4111'
699LZ 9N `N01NIH VM
'19 NINW °3 Z19
SGMN PORGN
ON'uol6uiyseM tlolll!H
anPnd Alluni '8 dijliqd eseklu_ Q_
z a
LIZ
:10d S N V'I d
z0< LL
z<zz�O Q
Q\
LL Cs_ _ --
Cs_ =D
o >— V—<
I I I I I I I I I
c'-)d- LC) \9I-c0-
000000000/
Qo
'0'0 „6-,£
F
FAMI Y, KOOM
J
Q
Ckf
Ckf
`J' -
z o
CD
z c
-
w
� LLJ
m
O
o
U
W
a
><
NZ
555
000
LIZ
CZ-
E
0
0
SSD0
MASTER UPON
gL-,Z
MASTER SA1f N
O
S I M % ROOM
.0-91
\�
N
O
N
cCD
—
O
NI
O
NI
d—
O
O
DRAWN BY:9NEW8OL
CHECKED BY:
O
N
O
N
N
SHEET
PRDJECT SHEET NO.
19-26 DF 9
,
z
0
—
N
w
I—
Cci
0
O
01
1.
OININ& ROOM
H(gG I SE ROOM
O
CNG
(IL
-SI
d
1.
clD
N
O
J

,yew •' 'wa mY
arrrr ar.ra•lasraa• _ _ grin r or. ar . r..•
•YYrrrrb 1710.1i 111=0afl-a aa'roi're.s
vrirb a Yd. rr.+14...•.a •.w U. ad. ....• 1r••-sim
•crrr..~.*donor ar. raalr•r. .larr r.. w....
./ar.r .r .1r .10 .rrr.f_ U1......r.rrr..r
.ate "PIMO_.)am RF•A.Mrl M1./rl011•••..9. t a.•
MAE._!KW RPM aM,Ew.r INOYt AP
aaole1.0a 1Y1r•rVr•ra ra Yam•
Ryafl TArrra tunimesmiur ..tr.
•YrMRM•r•r_roaallalmar4armarmaraf
maim a ram, trim T _arr._.•r ara>�
•
Tit 'K
N 03'01.31ti
1J{12'
r.-1
mum 1.. arrr
Marl_ n tS ww1e.w-
alnielre
wlrr. is NUJ r+1j.
[alm
s. vs re .lA „
-[S
USE•r111'
HILLTOP LANE
led WM
s141.
(§irf 1
i
Cu0 S
Thal MR,
R7 W, A' NtY MIN "AMC.

,yew •' 'wa mY
arrrr ar.ra•lasraa• _ _ grin r or. ar . r..•
•YYrrrrb 1710.1i 111=0afl-a aa'roi're.s
vrirb a Yd. rr.+14...•.a •.w U. ad. ....• 1r••-sim
•crrr..~.*donor ar. raalr•r. .larr r.. w....
./ar.r .r .1r .10 .rrr.f_ U1......r.rrr..r
.ate "PIMO_.)am RF•A.Mrl M1./rl011•••..9. t a.•
MAE._!KW RPM aM,Ew.r INOYt AP
aaole1.0a 1Y1r•rVr•ra ra Yam•
Ryafl TArrra tunimesmiur ..tr.
•YrMRM•r•r_roaallalmar4armarmaraf
maim a ram, trim T _arr._.•r ara>�
•
Tit 'K
N 03'01.31ti
1J{12'
r.-1
mum 1.. arrr
Marl_ n tS ww1e.w-
alnielre
wlrr. is NUJ r+1j.
[alm
s. vs re .lA „
-[S
USE•r111'
HILLTOP LANE
led WM
s141.
(§irf 1
i
Cu0 S
Thal MR,
R7 W, A' NtY MIN "AMC.

Perdue
171 Hilltop lane, washington
For question 1 c on Diffuse Flow Plan page
I am not sure that I understand this because we will not be creating a large amount of
runoff across buffer. This is a starred question, so I am creating this document.
Our plan is gutters on edge of roof that run into downpouts that go into corregated
drainline that spills into raingarden areas on both sides of house.