20221073 Ver 1_Riparian Buffer Authorization Request_20220808

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 8/8/2022
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
1. Property Owner Information:
1a. Name on Recorded Deed:*
lb. Responsible Party:
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
KELMELL,JOHN ETAL HEATHER
(for Corporations)
1c. Mailing Address:* Street Address
1021 Brasnoor Lane
Address Line 2
City
Garner
Postal / Zip Code
27529-6195
I d. Telephone:*
9105776400
2. Applicant's Information (if different from owner):
2a. Name:
2b. Company Affiliation:
2c. Mailing Address:
Kevin Miller
Future Homes
Street Address
State / Province / Region
NC
Country
US
Ie. Email Address:* [e-mail]
1075 Freedom Way
Address Line 2
City State / Province / Region
Hubert NC
Postal / Zip Code Country
28539 US
2d. Telephone: [phone]
2e. Email Address: [e-mail]

2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
Click the upload button or drag and drop files here to attach document
PDF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
City
Postal / Zip Code
3d. Telephone:
3f. Attach a signed and dated copy of the agent
authorization form.
State / Province / Region
Country
3e. Email Address:
Click the upload button or drag and drop files here to attach document
PDF Only
B. Project Information and Prior Project History
1. Project Information
1a. Name of Project: *
Kelmell Home
(Subdivision, facility, or establishment name)
lb. Is this a publicly -funded transportation project?*
Yes
• No
Id. Subdivision Name: Sea Gate
le. Nearest Municipality: Harlowe
If. Property Size: 0.29
acres
1g. County (or Counties) where the project is located: *
Carteret
1h. Property ID#
649103240125000
Tax PIN or Parcel id
1i. Deed Information
Date of Purchase
10/8/2020
Type of Book
Book#
Page#
Deed
1691
032
Map
28
861

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
johnkelmellsigned072022.pdf 330.66KB
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
• Address Lookup
Manually
Address Lookup
Street Address
1148 Sea Gate Drive
Address Line 2
City State / Province / Region
Newport NC
Postal / Zip Code Country
28570 US
Latitude* 34.8660243 Longitude* -76.692521
11. Is the project located in any of North Carolina's twenty coastal counties?*
Yes
No
1m. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)?
• Yes
No
2. Surface Waters
2a. Name of the nearest body of water to proposed project: *
Adams Creek Canal
2b. Water Quality Classification of nearest receiving water:
SA;HQW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
112
(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 land has been clear and graded in the past. It has a septic system already on the
property. It is a residential area.
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
1148 Sea Gate Dr. .pdf
PDF only
476.23KB
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
1148 Sea Gate Dr. - Soil.pdf 1.53MB
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: *
This will be a new construction home.

Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
johnkelmellsigned072022.pdf 330.66KB
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?*
O Yes
O 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)
C Randleman Lake Watershed (15A NCAC 02B.0250)
C Tar -Pamlico River Basin (15A NCAC 02B.0259)
C Jordan Lake Watershed (15A NCAC 02B.0267)
C 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
Kelmell Home -
1148 Segate Dr
Map label (e.g. Road
Crossing 1)
Adams
Creek
Permanent
(P)
Perm or Temp
Allowable
0.00
Square
Feet
667.00
Square
Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 667.00
Total Buffer Impacts: 667.00
Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization

1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
The design has been done in accordance with the setbacks required by the county.
We have also purposed to have a minimal impact in Zone 2. We have no impact in
Zone 1.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
We will avoid using construction equipment as much as possible in Zone 1. We have
a minimum footprint of the structure in Zone 2.
E. Diffuse Flow Plan
1a. 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
1c. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
FH Kelmell Stormwater Newport.pdf 125.97KB
PDF only
1a. 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
C No
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")

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
▪ I intend to electronically sign and submit the application form."
Print Name:* Kevin Miller
Signature
Submission Date:
08-08-2022
(Auto populated field)

Initial Review
Is this accepted into the review process?* • Yes No
Yes
• No
ID#* 20221073
Version:* 1
Select Reviewer: * John Perry:eads\jmperry2
Select Reviewing Office* Wilmington Regional Office - [phone]
Is this project a public transportation project?*
Has payment been received?* • No Payment Needed
Fee Received
Need Fee - send electronic notification

XY -76.692776', 34.865981'''
Show Map Index
1148 Sea Gate Dr, Newpc X CI\
tinn ft

II Data Available
Nam.
Carteret County, North Carolina
Area Symbol
NC031
Data Availability
Tabular and Spatial, complete
Survey Area: Version 25, Jan 21, 2022
Tabular: Version 24, Jan 21, 2022
Spatial_ Version 5, Sep 16, 2019
Version

I, JOHNNY J. WILLIAMS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION COMPLETED ON 05/20/2022
FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFERENCES
AS SHOWN HEREON; THAT THE GPS PORTION OF THIS SURVEY WAS
PERFORMED TO A CLASS A SURVEY AS DEFINED BY TITLE 21, CHAPTER
56, SECTION .1603 OF THE N.C. ADMINISTRATIVE CODE USING A RTK
NETWORK WITH A POSITIONAL ACCURACY OF 0.09 U.S. FEET; THAT THIS
GPS SURVEY WAS PERFORMED USING A CARLSON BRX6 ROVER AND/OR
A CARLSON BRX6+ ROVER; THAT ALL COORDINATES ARE BASED ON N.C.
GRID NORTH (NAD 1983 2011 ADJUSTMENT GEOID12 MODEL); THAT THE
CONVENTIONAL PORTION OF THIS SURVEY HAS A RATIO OF PRECISION
IN EXCESS OF 1:10,000 AND IS ALSO PERFORMED TO A CLASS A
SURVEY AS DEFINED BY TITLE 21, CHAPTER 56, SECTION .1603 OF
THE N.C. ADMINISTRATIVE CODE.
10 07/20/2022
JOHMS, P.L.S., L-3170
\III/
�.�` �N GA/�p'',
\pQ'-FEssio•�!�,
SEAL �•
L-3170
py •. SURV•co
///,tiAVY J. V\A\-\'\P`\��
NOTES:
1) THE PROPERTY SHOWN HEREON IS PARTIALLY LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720648000L
DATED JUNE 19, 2020.
2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983
2011 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM.
3) ALL DISTANCES SHOWN HEREON ARE N.C. GRID DISTANCES
UNLESS OTHERWISE NOTED.
4) COMBINED GRID FACTOR = 0.99989442
5) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS
AND RIGHTS OF ENTRANCE AND MAINTENANCE ASSOCIATED
WITH THEM.
6) THIS PROPERTY IS ZONED R15 AND WILL BE SUBJECT TO
ALL RESTRICTIONS IN THE CARTERET COUNTY LAND USE
ORDINANCES. THE CARTERET COUNTY SHOULD BE CONTACTED
FOR DETAILS ON RESTRICTIONS PRIOR TO LOT IMPROVEMENTS.
THESE RESTRICTIONS MAY INCLUDE, BUT NOT BE LIMITED TO,
SETBACKS, HEIGHT RESTRICTIONS, IMPERVIOUS SURFACE
REQUIREMENTS, ETC. ADDITIONAL RESTRICTIONS MAY APPLY IF
THERE ARE RESTRICTIVE COVENANTS ASSOCIATED WITH THIS
PROPERTY. SURVEYOR HAS NOT PERFORMED RESEARCH TO
DETERMINE IF RESTRICTIVE COVENANTS APPLY.
7) DEVELOPMENT CAUTION: PROSPECTIVE BUYERS ARE CAUTIONED
THAT PORTIONS OF THE LOTS SHOWN ON THIS PLAT MAY BE
RESTRICTIVE IN USE BY WETLANDS AND WATER JURISDICTION
PURSUANT TO THE U.S. ARMY CORPS OF ENGINEERS SECTION
404 REGULATIONS. INDIVIDUAL LOTS REVIEWS TO ENSURE
COMPLIANCE WITH THEIR FEDERAL LAWS AND REGULATIONS ARE
ENCOURAGED. VERIFICATION OF LOCATION AND RESTRICTIONS
SHOULD BE MADE PRIOR TO INDIVIDUAL LOT DEVELOPMENT.
IN ADDITION LOTS SHOWN ON THIS PLAT MAY BE SUBJECT TO
CAMA RULES, REGULATIONS, AND SETBACKS. VERIFICATION WITH
LOCAL CAMA OFFICER CONCERNING CAMA LINES, SETBACKS,
AEC'S, ETC. SHOULD BE MADE PRIOR TO INDIVIDUAL LOT
DEVELOPMENT.
REVISED 07/20/22 - UPDATED SURFACE CALCULATIONS TO INCLUDE ZONES 1 & 2 - PMT
1
Z
ma,
C
r ns
0co
oco
z
rn
rn
oz
mo
3/4" EIP
4" BG
N 04'46' 10"
33.16'
3/4" EIP
1" BG
LEGEND:
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
EMN = EXISTING MAG NAIL
NP = NONMONUMENTED POINT
SC = SUBSURFACE CORNER
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT—OF—WAY
t = CENTERLINE
= PROPERTY LINE
NCGS = NORTH CAROLINA GEODETIC
SURVEY
= LINE NOT SURVEYED
E E E - OVERHEAD UTILITY LINE
o = UTILITY POLE
H = WATER METER
ry = CABLE BOX
0
rn
03
N3
DAVID GAYESKI
DEED BOOK 1698, PAGE 349
LOT 112
MAP BOOK 28, PAGE 861
3/8" EIS
1" AG
N 84'49'3
S 84 46 31
3' VINYL FENCE I
SOUTH OF Il'
LIMIT OF SPECIAL FLOOD I
1 HAZARD AREA AS SCALED I
FROM SOURCES LISTED IN I
NOTE NO. 1.
4' CHAIN LINK
ENCE
V.
168.96'
9.72 I .�
EMN
.,291 ACRES
1
DAWN HERNANDEZ
DEED BOOK 1585, PAGE 382
LOT 110
MAP BOOK 28, PAGE 861
GRID TIES AND COORDINATES:
EIS NO. 1 — NORTH = 414,147.680
EAST = 2,692,048.590
EIP NO. 6 — NORTH = 414,247.265
EAST = 2,692,039.694
NP
NP
II
I I
EMN
S 75'18'32" W
35.57'
24'58'30" W I
23.36'
NORMAL HIGH WATER LINE
AS IDENTIFIED BY THE
DEPARTMENT OF COASTAL
MANAGEMENT ON 06/05/2018.
S 27'41'59" E
4.02'
II
NP
REFERENCES:
DEED BOOK 1691, PAGE 32
SEA GATE SUBDIVISION
LOT 1 1 1, BLOCK J, SECTION I
MAP BOOK 28, PAGE 861
I NTRACOASTAL
WATERWAY
40' MAINTENANCE EASEMENT PER
MAP BOOK 28, PAGE 861
TAX PARCEL NO. 649103240125000
C-PROJECT: KELMELL, JOHN _ 0422 - SEA GATE
FILE NAME: KELJOH0422
MS FILE: KELJOH0422
HI ION 0I2JO '0'N
z
D
a
co
co
N
0
D
a
C-
C
m
z
VICINITY SKETCH
( NOT TO SCALE )
SURFACE CALCULATIONS:
TOTAL LOT AREA ON LANDWARD SIDE OF NORMAL
HIGH WATER LINE = 12,693 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT =
2,609 SQ. FEET (28.8% IMPERVIOUS)
TOTAL IMPERVIOUS AREA = 2,609 SQ. FEET (28.8%)
TOTAL LOT AREA WITHIN THE 30' CAMA SETBACK
(ZONE 1) = 3,324 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN THE
30' CAMA SETBACK (ZONE 1) = 0 SQ. FEET (0.0% IMPERVIOUS)
TOTAL LOT AREA WITHIN THE 50' RIPARIAN BUFFER
(ZONE 2) = 5,383 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN THE 50'
RIPARIAN BUFFER (ZONE 2) = 667 SQ. FEET (12.4% IMPERVIOUS)
TOTAL LOT AREA WITHIN THE 75' CAMA AEC LINE
= 7,926 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN 75' CAMA
AEC LINE = 2,583 SQ. FEET (32.6% IMPERVIOUS)
APPROX. AREA OF ROOF OVERHANGS OUTSIDE
OF HOUSE/BUILDING FOOTPRINTS = 273 SQ. FEET
AREA OF PERVIOUS DECKS, STEPS, ETC. = 48 SQ. FEET
AREA OF PERVIOUS DRIVEWAY = 780 SQ. FEET
BOUNDARY SURVEY AND
PRELIMINARY PLOT PLAN FOR:
JOHN KEZAIELL
AND
SEA YWER KEZJIEZZ
CURRENT OWNER: JOHN KELMELL AND HEATHER KELMELL
1021 BRASNOOR LANE, GARNER, NC 27529
INDIVIDUAL TRACT ON SEA GATE DRIVE
HARLOWE TOWNSHIP, CARTERET COUNTY, N.C.
DATE: MAY 20, 2022
SCALE: 1" = 30'
30' 15' 0'
30'
60'
JOHNNY J. FILLIAMS LAND SURVEYINC, P.C.
P.O. BOX 778, BEULAVILLE , N.C. 28518
PHONE: [phone] FAX: [phone]
EMAIL : [e-mail] FIRM NO. C-2532

I, JOHNNY J. WILLIAMS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION COMPLETED ON 05/20/2022
FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFERENCES
AS SHOWN HEREON; THAT THE GPS PORTION OF THIS SURVEY WAS
PERFORMED TO A CLASS A SURVEY AS DEFINED BY TITLE 21, CHAPTER
56, SECTION .1603 OF THE N.C. ADMINISTRATIVE CODE USING A RTK
NETWORK WITH A POSITIONAL ACCURACY OF 0.09 U.S. FEET; THAT THIS
GPS SURVEY WAS PERFORMED USING A CARLSON BRX6 ROVER AND/OR
A CARLSON BRX6+ ROVER; THAT ALL COORDINATES ARE BASED ON N.C.
GRID NORTH (NAD 1983 2011 ADJUSTMENT GEOID12 MODEL); THAT THE
CONVENTIONAL PORTION OF THIS SURVEY HAS A RATIO OF PRECISION
IN EXCESS OF 1:10,000 AND IS ALSO PERFORMED TO A CLASS A
SURVEY AS DEFINED BY TITLE 21, CHAPTER 56, SECTION .1603 OF
THE N.C. ADMINISTRATIVE CODE.
10 07/20/2022
JOHMS, P.L.S., L-3170
\III/
�.�` �N GA/�p'',
\pQ'-FEssio•�!�,
SEAL �•
L-3170
py •. SURV•co
///,tiAVY J. V\A\-\'\P`\��
NOTES:
1) THE PROPERTY SHOWN HEREON IS PARTIALLY LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720648000L
DATED JUNE 19, 2020.
2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983
2011 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM.
3) ALL DISTANCES SHOWN HEREON ARE N.C. GRID DISTANCES
UNLESS OTHERWISE NOTED.
4) COMBINED GRID FACTOR = 0.99989442
5) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS
AND RIGHTS OF ENTRANCE AND MAINTENANCE ASSOCIATED
WITH THEM.
6) THIS PROPERTY IS ZONED R15 AND WILL BE SUBJECT TO
ALL RESTRICTIONS IN THE CARTERET COUNTY LAND USE
ORDINANCES. THE CARTERET COUNTY SHOULD BE CONTACTED
FOR DETAILS ON RESTRICTIONS PRIOR TO LOT IMPROVEMENTS.
THESE RESTRICTIONS MAY INCLUDE, BUT NOT BE LIMITED TO,
SETBACKS, HEIGHT RESTRICTIONS, IMPERVIOUS SURFACE
REQUIREMENTS, ETC. ADDITIONAL RESTRICTIONS MAY APPLY IF
THERE ARE RESTRICTIVE COVENANTS ASSOCIATED WITH THIS
PROPERTY. SURVEYOR HAS NOT PERFORMED RESEARCH TO
DETERMINE IF RESTRICTIVE COVENANTS APPLY.
7) DEVELOPMENT CAUTION: PROSPECTIVE BUYERS ARE CAUTIONED
THAT PORTIONS OF THE LOTS SHOWN ON THIS PLAT MAY BE
RESTRICTIVE IN USE BY WETLANDS AND WATER JURISDICTION
PURSUANT TO THE U.S. ARMY CORPS OF ENGINEERS SECTION
404 REGULATIONS. INDIVIDUAL LOTS REVIEWS TO ENSURE
COMPLIANCE WITH THEIR FEDERAL LAWS AND REGULATIONS ARE
ENCOURAGED. VERIFICATION OF LOCATION AND RESTRICTIONS
SHOULD BE MADE PRIOR TO INDIVIDUAL LOT DEVELOPMENT.
IN ADDITION LOTS SHOWN ON THIS PLAT MAY BE SUBJECT TO
CAMA RULES, REGULATIONS, AND SETBACKS. VERIFICATION WITH
LOCAL CAMA OFFICER CONCERNING CAMA LINES, SETBACKS,
AEC'S, ETC. SHOULD BE MADE PRIOR TO INDIVIDUAL LOT
DEVELOPMENT.
REVISED 07/20/22 - UPDATED SURFACE CALCULATIONS TO INCLUDE ZONES 1 & 2 - PMT
1
Z
ma,
C
r ns
0co
oco
z
rn
rn
oz
mo
3/4" EIP
4" BG
N 04'46' 10"
33.16'
3/4" EIP
1" BG
LEGEND:
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
EMN = EXISTING MAG NAIL
NP = NONMONUMENTED POINT
SC = SUBSURFACE CORNER
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT—OF—WAY
t = CENTERLINE
= PROPERTY LINE
NCGS = NORTH CAROLINA GEODETIC
SURVEY
= LINE NOT SURVEYED
E E E - OVERHEAD UTILITY LINE
o = UTILITY POLE
H = WATER METER
ry = CABLE BOX
0
rn
03
N3
DAVID GAYESKI
DEED BOOK 1698, PAGE 349
LOT 112
MAP BOOK 28, PAGE 861
3/8" EIS
1" AG
N 84'49'3
S 84 46 31
3' VINYL FENCE I
SOUTH OF Il'
LIMIT OF SPECIAL FLOOD I
1 HAZARD AREA AS SCALED I
FROM SOURCES LISTED IN I
NOTE NO. 1.
4' CHAIN LINK
ENCE
V.
168.96'
9.72 I .�
EMN
.,291 ACRES
1
DAWN HERNANDEZ
DEED BOOK 1585, PAGE 382
LOT 110
MAP BOOK 28, PAGE 861
GRID TIES AND COORDINATES:
EIS NO. 1 — NORTH = 414,147.680
EAST = 2,692,048.590
EIP NO. 6 — NORTH = 414,247.265
EAST = 2,692,039.694
NP
NP
II
I I
EMN
S 75'18'32" W
35.57'
24'58'30" W I
23.36'
NORMAL HIGH WATER LINE
AS IDENTIFIED BY THE
DEPARTMENT OF COASTAL
MANAGEMENT ON 06/05/2018.
S 27'41'59" E
4.02'
II
NP
REFERENCES:
DEED BOOK 1691, PAGE 32
SEA GATE SUBDIVISION
LOT 1 1 1, BLOCK J, SECTION I
MAP BOOK 28, PAGE 861
I NTRACOASTAL
WATERWAY
40' MAINTENANCE EASEMENT PER
MAP BOOK 28, PAGE 861
TAX PARCEL NO. 649103240125000
C-PROJECT: KELMELL, JOHN _ 0422 - SEA GATE
FILE NAME: KELJOH0422
MS FILE: KELJOH0422
HI ION 0I2JO '0'N
z
D
a
co
co
N
0
D
a
C-
C
m
z
VICINITY SKETCH
( NOT TO SCALE )
SURFACE CALCULATIONS:
TOTAL LOT AREA ON LANDWARD SIDE OF NORMAL
HIGH WATER LINE = 12,693 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT =
2,609 SQ. FEET (28.8% IMPERVIOUS)
TOTAL IMPERVIOUS AREA = 2,609 SQ. FEET (28.8%)
TOTAL LOT AREA WITHIN THE 30' CAMA SETBACK
(ZONE 1) = 3,324 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN THE
30' CAMA SETBACK (ZONE 1) = 0 SQ. FEET (0.0% IMPERVIOUS)
TOTAL LOT AREA WITHIN THE 50' RIPARIAN BUFFER
(ZONE 2) = 5,383 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN THE 50'
RIPARIAN BUFFER (ZONE 2) = 667 SQ. FEET (12.4% IMPERVIOUS)
TOTAL LOT AREA WITHIN THE 75' CAMA AEC LINE
= 7,926 SQ. FEET
AREA OF COVERED HOUSE FOOTPRINT WITHIN 75' CAMA
AEC LINE = 2,583 SQ. FEET (32.6% IMPERVIOUS)
APPROX. AREA OF ROOF OVERHANGS OUTSIDE
OF HOUSE/BUILDING FOOTPRINTS = 273 SQ. FEET
AREA OF PERVIOUS DECKS, STEPS, ETC. = 48 SQ. FEET
AREA OF PERVIOUS DRIVEWAY = 780 SQ. FEET
BOUNDARY SURVEY AND
PRELIMINARY PLOT PLAN FOR:
JOHN KEZAIELL
AND
SEA YWER KEZJIEZZ
CURRENT OWNER: JOHN KELMELL AND HEATHER KELMELL
1021 BRASNOOR LANE, GARNER, NC 27529
INDIVIDUAL TRACT ON SEA GATE DRIVE
HARLOWE TOWNSHIP, CARTERET COUNTY, N.C.
DATE: MAY 20, 2022
SCALE: 1" = 30'
30' 15' 0'
30'
60'
JOHNNY J. FILLIAMS LAND SURVEYINC, P.C.
P.O. BOX 778, BEULAVILLE , N.C. 28518
PHONE: [phone] FAX: [phone]
EMAIL : [e-mail] FIRM NO. C-2532

Y
C
L_
SEA GATE DRIVE. (50' RAN)
N5° 16' 16"W 66.82'
Covered
Deck
Stormwater
Infiltration
Trenches
S1° 50' 18"E 70.20'—
S24° 58' 30"W
23.36'
INTRACOASTAL WATERWAY
Pervious
Driveway
Pipe All Gutters
Into Trenches
S75° 18' 32"W
35.57'
30 15 5 0
SCALE: 1" = 30' (ft)
30
N4° 46' 10"W
33 16'
T
96'B9l 3„6E .617
S27° 41' 59"E
4.02'
TOTAL LOT SIZE: 12,693 sq.ft.
IMPERVIOUS AREA:
Main House & Porch - 2,882 sq.ft. (from plot plan, incl eave overhang)
Stormwater Calcs:
Required to capture the first 1.5" of rain from impervious surfaces.
Total Water - Sq. Ft.
Total Prop Impervious 2,882
Total Volume of Trench (Required)
Infiltration Trench along sides of home:
Type of Pipe: 15" DWP or PVC
Width - 3'-0"
Depth - 2'-0"
Pipe - Perforated 15" Pipe
1/2" holes, 12" OC
Stone - #57 cleaned stone
Expect 40% voids
@1.5"
Cu.Ft.
361 (incl. overhangs)
Cubic Feet
Per linear foot of trench
1.23
1.91
3.14
Total Trench Required:
361 cu.ft. / 3.14 cu.ft./LF = 115 LF of Trench as detailed below.
Impervious Surface
1i��"—II
—I I I—i I I=ll
eT L2
Tiip
Undisturbed Earth
3'-0"
All gutters piped into stormwater trenches.
Filter Fabric, 4" of rock coverage
leaned #57 Stone
Filter Fabric, around rock/pipe
perimeter
Sch 40 PVC or DWP. 15"
Perforated, 1/2" holes, 12" OC, 4 rows
or equivalent perforated pipe
Overflow Design
Overflow needed due to pipe being covered
by turf to avoid damaging gutter system.
Guile! Downspout
6" PVC Drain Pipe
(Loose Fit for overflow)
4" x 6" Reducer
4" PVC Drain Pipe into 15" pipe
Gutter Connection for Overflow
22
VICINITY SKETCH
jN.T.S}
REVISIONS
W
0
DESCRIPTION
0
z
ENGINEERING AND DESIGN
a
DESCRIPTION
DATE:
8/02/22
DRAWN BY:
DMH
CHECKED BY:
JEO
SCALE:
1"=30'
SHEET NO.
SW-1