20221284 Ver 1_Riparian Buffer Authorization Request_20220916

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
Water Reources
ENVIRONMENTAL QUALITY
Original Submittal 9/16/2022
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed: *
1b. Responsible Party:
lc. Mailing Address:*
Id. Telephone:*
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
John L. Sarratt
Provision Building Co(Chad Metzger)
(for Corporations)
Street Address
2328 Hales Road
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27608-1446 US
9196253751 1 e. Email Address: * [e-mail]
2. Applicant's Information (if different from owner):
2a. Name: Chad Metzger
2b. Company Affiliation: Provision Building Co
2c. Mailing Address: Street Address
835 Lake Boone Trail
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27607-6605 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
Authorization.pdf
PDF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
265.71 KB
3c. Mailing Address: Street Address
Address Line 2
City
Postal / Zip Code
3d. Telephone:
3e. Email Address:
State / Province / Region
Country
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files here to attach document
authorization form. PDF Only
B. Project Information and Prior Project History
1. Project Information
1a. Name of Project:*
2328 Hales Rd.
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
Id. Subdivision Name: Whilte Oak
le. Nearest Municipality: City of Raleigh
If. Property Size: 1.05
acres
1g. County (or Counties) where the project is located:*
Wake
Ih. Property ID#
1704-59-3524
Tax PIN or Parcel id
1 i. Deed Information
Date of Purchase
9/16/1993
Type of Book
Book#
Page#
Deed
5783
415
Map
1990
1685

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
208005B Provision Bldg_2328 Hales Rd_Permit
735.72KB
Plan_09-01-2022.pdf
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
Address Lookup
Manually
Address Lookup
Street Address
2328 Hales Road
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27608-1446 US
Latitude* 35.8089653 Longitude* -78.6447275
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:*
crabtree creek
2b. Water Quality Classification of nearest receiving water:
5
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
250
(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:
Residential single family dwelling
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
Screen Shot 2022-09-16 at 2.49.23 PM.pdf 1.23MB
PDF only
3c. Attach an 8 IA 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: *
Covering an existing deck and making a screen porch. Site plans attached to show
new impervious surfaces and proposed area in rear of home that will be affected
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
208005B Provision Bldg_2328 Hales Rd_Permit
Plan_09-01-2022.pdf
PDF only
735.72KB

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
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
1 /1 /1980
Date Issued
2/1/1980
Permit Type
New construction build
6c. Please explain and detail according to "help file" instructions.
Looking to cover exiting deck with screen porch. Comments from City of Raleigh
Correction Type NC DEQ Buffer Authorization Category Stormwater - Buffer
Comment Provide NCDEQ written authorization for any proposed new uses or
expansion of impervious area within the buffer; OR, provide NCDEQ written
stream/buffer determination indicating subject watercourse is NOT SUBJECT to
Neuse Buffer Rules.
Possible Neuse Riparian Buffer Category Stormwater - Plat
Comment Our indicators show the watercourse on this parcel is subject to Neuse
Buffer Rules; 15A NCAC 2B .0714. Show Neuse Buffer (measured 50' from top of
bank) or provide NCDEQ written stream/buffer determination indicating the
watercourse is 'Not Subject' to the buffer rules.
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
.....................................................................................................................................
Buffer Impacts
Yes
• 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 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
Permanent
Exempt
0.00
0.00
Crossing 1)
(P)
Square
Square
Perm or Temp
Feet
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.
All area will remain un disturbed since we are only adding roof over exiting deck.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
work area is contained within a retaining wall. there is not disturbance to soils since
we are only adding roofing to existing deck
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
208005B Provision Bldg_2328 Hales Rd_Permit
735.72KB
Plan_09-01-2022.pdf
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: Click the upload button or drag and drop files here to attach document
PDF only
Additional Comments:
plans and elevation attached
H. Sign and Submit
By digitally signing below, I certify that:
• 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:* Chad Metzger
Signature
Submission Date:
9/16/2022
(Auto populated field)

Initial Review
Is this accepted into the review process?* • Yes No
Yes
• No
ID#* 20221284
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

PROPERTY OF
JOHN L. SARRATT & CYNTHIA L. SARRATT
LOT 14, WHITE OAK
2328 HALES ROAD
SCALE: 1 "=60'
REFERENCES: DEED BOOK 5783, PAGE 415
BOOK OF MAPS 1990, PAGE 685
LEGEND
0
0
— X —
DB
PB or BM
C/L
PG
S F.
AC.
R/W
AG
BG
SW
POD
PSP
TW
FB
Ex. iron pipe/rod or nail
Calculated point \
Fence
Deed Book
Plat Book / Book of Maps
Centerline
Page
Square feet
Acres
Right-of-way
Above ground
Below ground
Stone wall
Proposed open deck
Proposed screen porch
Timber wall /
Foot bridge / 8-
LOT 11 ' /-
CLAYTON R. & 2tu
PRISCILLA T. ALLEN / W
DB 16359, PG 2269
BM 1984, PG 245 o t /
PIN: 1704-59-0796 rN
S 36'46'43" W
11.50'(TIE)
N
N
N
N
N
N
/ 5/8" IRON
/ PIPE 0.2'AG
/LOTS 5/5A
JOSHUA T. &
ALLYN B. ELLIOT
DB 15030, PG 1676
BM 1926, PG 3
PIN: 1704-59-1514
/
/
IMPERVIOUS SURFACE AREAS
OMAG NAIL IN
ASPHALT
rn
COMMON DRIVE FOR \
LOTS 10, 11 & 14
n
5/8" BENT
IRON PIPE
/
/
/
LOT 10
KENNETH C. COLEY &
EVELYN A. NASH-COLEY
DB 16909, PG 2418
BM 1980, PG 881
PIN: 1704-59-2723
LOTS 4/4A
ROSEMARY SEGALLA
& GAIL ANNE SEGALLA
DB 17132, PG 470
BM 1926, PG 3
PIN: 1704-59-1448
EXISTING HOUSE(FOOTPRINT): 2,653 S.F.
EXISTING DRIVES, WALKS & OTHER AREAS: 8,243 S.F.
PROPOSED SCREEN PORCH: 272 S.F.
PROPOSED OPEN DECK W/STEPS 0 50%: 118 S.F.
(TOTAL IMPERVIOUS SURFACE (PROPOSED): 11,286 S.F.)
TOTAL AREA OF LOT: 46,110 S.F.
PERCENTAGE IMPERVIOUS (PROPOSED):
24.48%
LINE TABLE
LINE
LENGTH
BEARING
L1
79.93
S 04'55'02" E
L2
44.97
S 74'29'18" W
L3
125.03
S 74'42'22" W
L4
35.07
N 32'23'13" W
L5
71.32
N 32'37'23" W
L6
71.15
N 32'27'01" W
L7
45.60
N 31'18'00" W
L8
16.65
N 32'41'26" W
L9
32.35
N 32'41'26" W
L10
175.11
N 07'33'47" E
L11
115.64
S 07'33'47" W
L12
57.30
S 27'10'37" E
L13
92.51
N 6818'53" E
L14
48.29
N 00'59'08" W
1" IRON PIPE
00.2'AG FOUND
7.6' NE OF P/L
ERG(0g
4.5% P ? Nttl ,
oOeM �0^ j (
oN' /
/ LOT 2
CHARLOTTE P. BREWER
DB 14463, PG 2074
BM 1926, PG 3
PIN: 1704-59-2308
EXISTING
NAIL
RALEIGH TOWNSHIP
WAKE COUNTY
RALEIGH, NORTH CAROLINA
SEPTEMBER 1, 2022
NOTES'
1) All distances are horizontal ground in u.s. survey feet unless otherwise noted. Area computed by coordinate
geometry.
2) The basis of all easements, right-of-ways, buffers, setbacks and adjoiners, etc., referenced from Book of Maps
1990, Page 685 & Wake County GIS unless otherwise noted.
3) No investigation into the existence of jurisdictional wetlands or riparian buffers performed by Newcomb Land
Surveyors.
4) Subject property is not located within a special flood hazard zone per FEMA Flood Insurance Rate Map (FIRM)
#3720170400K, effective date July 19, 2022.
5) The State Plane Coordinates for this project were produced with RTK GPS observations and processed using
the North Carolina VRS network. The network positional accuracy of the derived positional information is ±0.07'.
VERTICAL DATUM = NAVD 88
6) Builder / owner to verify all dimensions, placement of proposed improvements and applicable zoning
regulations/setbacks prior to construction.
\ 7) All construction to be in accordance with City of Raleigh and/or NCDOT standards and specifications.
SITE DATA TABLE:
LOT 9
JOHN M. &
ELIZABETH D. WOOTEN
DB 17444, PG 2337
BM 1990, PG 685
PIN: 1704-59-3754
CONTROL CORNER
N: 749,685.71
E: 2,105,303.54
PINCHED IRON
PIPE FLUSH
EDNA R. HENSEY
WB 14-E, PG 3190
PIN: 1704-59-4389
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
25.40
45.00
S 78'24'39" E
25.06
C2
30.52
50.00
S 10'01'55" E
30.05
C3
45.40
45.00
N 56'31'09" E
43.50
PRELIMINARY PLAN FOR BUILDING PERMIT APPLICATION ONLY
NOT FOR SALES, RECORDATION OR CONVEYANCES
NEWCOMB land surveyors, L/c, 7008 Harps Mill Road, Ste. 105, Raleigh, NC 27615
Phone [phone], License # P-0203
-PIN. 1704-59-3524
-ZONING: R-4
-OVERLAY DISTRICT N/A
-INFILL STATUS: YES
-(NO FRONT SETBACK
CALCULATIONS PROVIDED DUE TO
SCOPE OF PROJECT)
-ALLOWABLE BUILDING HEIGHT=
-3 stories / 40'
-SETBACK REQUIREMENTS:
(PER UDO SEC. 2.2.1.8)
-FRONT- 20'
-SIDE- 10' MINIMUM / 20' AGGREGATE
-REAR- 30'
-BUILDING SQUARE FOOTAGE(S):
3,952 S.F. EXISTING
(BUILDING DETAIL CARD)
7
L2
BENT IRON
PIPE FLUSH
5/8" IRON
PIPE FLUSH
PART LOT 10
RANDY G. &
PHYLLIS BURDICK
DB 15499, PG 169
BM 1911, PG 122
PIN: 1704-59-5656
11111
ICARo/,//,
•
4 SEAL -1r
• L-5107 •
,1/4c)
• • .,icx•
���tt111111tt��\
This survey performed and map prepared without benefit of a title report. This survey subject to any
facts and easements which may be disclosed by a full and accurate title search.
208005
PIN:1704-59-3524
1, Justin L. Luther, certify that this plat was drawn under my supervision from an actual survey made under my supervision
from references as noted; that the boundaries not surveyed are clearly indicated as drawn from information noted under
references; that the ratio of precision or positional accuracy exceeds 1:10,000; and that this plat meets the requirements of
The Standards of Practice for Land Surveying in North Carolina (21 NCAC 56.1600)
Witness my original signature, license number and seal this / day of $ , ,lam - ,2022.
7
Professionq/'Cand
ury or L-5107

PROPERTY OF
JOHN L. SARRATT & CYNTHIA L. SARRATT
LOT 14, WHITE OAK
2328 HALES ROAD
SCALE: 1 "=60'
REFERENCES: DEED BOOK 5783, PAGE 415
BOOK OF MAPS 1990, PAGE 685
LEGEND
0
0
— X —
DB
PB or BM
C/L
PG
S F.
AC.
R/W
AG
BG
SW
POD
PSP
TW
FB
Ex. iron pipe/rod or nail
Calculated point \
Fence
Deed Book
Plat Book / Book of Maps
Centerline
Page
Square feet
Acres
Right-of-way
Above ground
Below ground
Stone wall
Proposed open deck
Proposed screen porch
Timber wall /
Foot bridge / 8-
LOT 11 ' /-
CLAYTON R. & 2tu
PRISCILLA T. ALLEN / W
DB 16359, PG 2269
BM 1984, PG 245 o t /
PIN: 1704-59-0796 rN
S 36'46'43" W
11.50'(TIE)
N
N
N
N
N
N
/ 5/8" IRON
/ PIPE 0.2'AG
/LOTS 5/5A
JOSHUA T. &
ALLYN B. ELLIOT
DB 15030, PG 1676
BM 1926, PG 3
PIN: 1704-59-1514
/
/
IMPERVIOUS SURFACE AREAS
OMAG NAIL IN
ASPHALT
rn
COMMON DRIVE FOR \
LOTS 10, 11 & 14
n
5/8" BENT
IRON PIPE
/
/
/
LOT 10
KENNETH C. COLEY &
EVELYN A. NASH-COLEY
DB 16909, PG 2418
BM 1980, PG 881
PIN: 1704-59-2723
LOTS 4/4A
ROSEMARY SEGALLA
& GAIL ANNE SEGALLA
DB 17132, PG 470
BM 1926, PG 3
PIN: 1704-59-1448
EXISTING HOUSE(FOOTPRINT): 2,653 S.F.
EXISTING DRIVES, WALKS & OTHER AREAS: 8,243 S.F.
PROPOSED SCREEN PORCH: 272 S.F.
PROPOSED OPEN DECK W/STEPS 0 50%: 118 S.F.
(TOTAL IMPERVIOUS SURFACE (PROPOSED): 11,286 S.F.)
TOTAL AREA OF LOT: 46,110 S.F.
PERCENTAGE IMPERVIOUS (PROPOSED):
24.48%
LINE TABLE
LINE
LENGTH
BEARING
L1
79.93
S 04'55'02" E
L2
44.97
S 74'29'18" W
L3
125.03
S 74'42'22" W
L4
35.07
N 32'23'13" W
L5
71.32
N 32'37'23" W
L6
71.15
N 32'27'01" W
L7
45.60
N 31'18'00" W
L8
16.65
N 32'41'26" W
L9
32.35
N 32'41'26" W
L10
175.11
N 07'33'47" E
L11
115.64
S 07'33'47" W
L12
57.30
S 27'10'37" E
L13
92.51
N 6818'53" E
L14
48.29
N 00'59'08" W
1" IRON PIPE
00.2'AG FOUND
7.6' NE OF P/L
ERG(0g
4.5% P ? Nttl ,
oOeM �0^ j (
oN' /
/ LOT 2
CHARLOTTE P. BREWER
DB 14463, PG 2074
BM 1926, PG 3
PIN: 1704-59-2308
EXISTING
NAIL
RALEIGH TOWNSHIP
WAKE COUNTY
RALEIGH, NORTH CAROLINA
SEPTEMBER 1, 2022
NOTES'
1) All distances are horizontal ground in u.s. survey feet unless otherwise noted. Area computed by coordinate
geometry.
2) The basis of all easements, right-of-ways, buffers, setbacks and adjoiners, etc., referenced from Book of Maps
1990, Page 685 & Wake County GIS unless otherwise noted.
3) No investigation into the existence of jurisdictional wetlands or riparian buffers performed by Newcomb Land
Surveyors.
4) Subject property is not located within a special flood hazard zone per FEMA Flood Insurance Rate Map (FIRM)
#3720170400K, effective date July 19, 2022.
5) The State Plane Coordinates for this project were produced with RTK GPS observations and processed using
the North Carolina VRS network. The network positional accuracy of the derived positional information is ±0.07'.
VERTICAL DATUM = NAVD 88
6) Builder / owner to verify all dimensions, placement of proposed improvements and applicable zoning
regulations/setbacks prior to construction.
\ 7) All construction to be in accordance with City of Raleigh and/or NCDOT standards and specifications.
SITE DATA TABLE:
LOT 9
JOHN M. &
ELIZABETH D. WOOTEN
DB 17444, PG 2337
BM 1990, PG 685
PIN: 1704-59-3754
CONTROL CORNER
N: 749,685.71
E: 2,105,303.54
PINCHED IRON
PIPE FLUSH
EDNA R. HENSEY
WB 14-E, PG 3190
PIN: 1704-59-4389
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
25.40
45.00
S 78'24'39" E
25.06
C2
30.52
50.00
S 10'01'55" E
30.05
C3
45.40
45.00
N 56'31'09" E
43.50
PRELIMINARY PLAN FOR BUILDING PERMIT APPLICATION ONLY
NOT FOR SALES, RECORDATION OR CONVEYANCES
NEWCOMB land surveyors, L/c, 7008 Harps Mill Road, Ste. 105, Raleigh, NC 27615
Phone [phone], License # P-0203
-PIN. 1704-59-3524
-ZONING: R-4
-OVERLAY DISTRICT N/A
-INFILL STATUS: YES
-(NO FRONT SETBACK
CALCULATIONS PROVIDED DUE TO
SCOPE OF PROJECT)
-ALLOWABLE BUILDING HEIGHT=
-3 stories / 40'
-SETBACK REQUIREMENTS:
(PER UDO SEC. 2.2.1.8)
-FRONT- 20'
-SIDE- 10' MINIMUM / 20' AGGREGATE
-REAR- 30'
-BUILDING SQUARE FOOTAGE(S):
3,952 S.F. EXISTING
(BUILDING DETAIL CARD)
7
L2
BENT IRON
PIPE FLUSH
5/8" IRON
PIPE FLUSH
PART LOT 10
RANDY G. &
PHYLLIS BURDICK
DB 15499, PG 169
BM 1911, PG 122
PIN: 1704-59-5656
11111
ICARo/,//,
•
4 SEAL -1r
• L-5107 •
,1/4c)
• • .,icx•
���tt111111tt��\
This survey performed and map prepared without benefit of a title report. This survey subject to any
facts and easements which may be disclosed by a full and accurate title search.
208005
PIN:1704-59-3524
1, Justin L. Luther, certify that this plat was drawn under my supervision from an actual survey made under my supervision
from references as noted; that the boundaries not surveyed are clearly indicated as drawn from information noted under
references; that the ratio of precision or positional accuracy exceeds 1:10,000; and that this plat meets the requirements of
The Standards of Practice for Land Surveying in North Carolina (21 NCAC 56.1600)
Witness my original signature, license number and seal this / day of $ , ,lam - ,2022.
7
Professionq/'Cand
ury or L-5107

PROPERTY OF
JOHN L. SARRATT & CYNTHIA L. SARRATT
LOT 14, WHITE OAK
2328 HALES ROAD
SCALE: 1 "=60'
REFERENCES: DEED BOOK 5783, PAGE 415
BOOK OF MAPS 1990, PAGE 685
LEGEND
0
0
— X —
DB
PB or BM
C/L
PG
S F.
AC.
R/W
AG
BG
SW
POD
PSP
TW
FB
Ex. iron pipe/rod or nail
Calculated point \
Fence
Deed Book
Plat Book / Book of Maps
Centerline
Page
Square feet
Acres
Right-of-way
Above ground
Below ground
Stone wall
Proposed open deck
Proposed screen porch
Timber wall /
Foot bridge / 8-
LOT 11 ' /-
CLAYTON R. & 2tu
PRISCILLA T. ALLEN / W
DB 16359, PG 2269
BM 1984, PG 245 o t /
PIN: 1704-59-0796 rN
S 36'46'43" W
11.50'(TIE)
N
N
N
N
N
N
/ 5/8" IRON
/ PIPE 0.2'AG
/LOTS 5/5A
JOSHUA T. &
ALLYN B. ELLIOT
DB 15030, PG 1676
BM 1926, PG 3
PIN: 1704-59-1514
/
/
IMPERVIOUS SURFACE AREAS
OMAG NAIL IN
ASPHALT
rn
COMMON DRIVE FOR \
LOTS 10, 11 & 14
n
5/8" BENT
IRON PIPE
/
/
/
LOT 10
KENNETH C. COLEY &
EVELYN A. NASH-COLEY
DB 16909, PG 2418
BM 1980, PG 881
PIN: 1704-59-2723
LOTS 4/4A
ROSEMARY SEGALLA
& GAIL ANNE SEGALLA
DB 17132, PG 470
BM 1926, PG 3
PIN: 1704-59-1448
EXISTING HOUSE(FOOTPRINT): 2,653 S.F.
EXISTING DRIVES, WALKS & OTHER AREAS: 8,243 S.F.
PROPOSED SCREEN PORCH: 272 S.F.
PROPOSED OPEN DECK W/STEPS 0 50%: 118 S.F.
(TOTAL IMPERVIOUS SURFACE (PROPOSED): 11,286 S.F.)
TOTAL AREA OF LOT: 46,110 S.F.
PERCENTAGE IMPERVIOUS (PROPOSED):
24.48%
LINE TABLE
LINE
LENGTH
BEARING
L1
79.93
S 04'55'02" E
L2
44.97
S 74'29'18" W
L3
125.03
S 74'42'22" W
L4
35.07
N 32'23'13" W
L5
71.32
N 32'37'23" W
L6
71.15
N 32'27'01" W
L7
45.60
N 31'18'00" W
L8
16.65
N 32'41'26" W
L9
32.35
N 32'41'26" W
L10
175.11
N 07'33'47" E
L11
115.64
S 07'33'47" W
L12
57.30
S 27'10'37" E
L13
92.51
N 6818'53" E
L14
48.29
N 00'59'08" W
1" IRON PIPE
00.2'AG FOUND
7.6' NE OF P/L
ERG(0g
4.5% P ? Nttl ,
oOeM �0^ j (
oN' /
/ LOT 2
CHARLOTTE P. BREWER
DB 14463, PG 2074
BM 1926, PG 3
PIN: 1704-59-2308
EXISTING
NAIL
RALEIGH TOWNSHIP
WAKE COUNTY
RALEIGH, NORTH CAROLINA
SEPTEMBER 1, 2022
NOTES'
1) All distances are horizontal ground in u.s. survey feet unless otherwise noted. Area computed by coordinate
geometry.
2) The basis of all easements, right-of-ways, buffers, setbacks and adjoiners, etc., referenced from Book of Maps
1990, Page 685 & Wake County GIS unless otherwise noted.
3) No investigation into the existence of jurisdictional wetlands or riparian buffers performed by Newcomb Land
Surveyors.
4) Subject property is not located within a special flood hazard zone per FEMA Flood Insurance Rate Map (FIRM)
#3720170400K, effective date July 19, 2022.
5) The State Plane Coordinates for this project were produced with RTK GPS observations and processed using
the North Carolina VRS network. The network positional accuracy of the derived positional information is ±0.07'.
VERTICAL DATUM = NAVD 88
6) Builder / owner to verify all dimensions, placement of proposed improvements and applicable zoning
regulations/setbacks prior to construction.
\ 7) All construction to be in accordance with City of Raleigh and/or NCDOT standards and specifications.
SITE DATA TABLE:
LOT 9
JOHN M. &
ELIZABETH D. WOOTEN
DB 17444, PG 2337
BM 1990, PG 685
PIN: 1704-59-3754
CONTROL CORNER
N: 749,685.71
E: 2,105,303.54
PINCHED IRON
PIPE FLUSH
EDNA R. HENSEY
WB 14-E, PG 3190
PIN: 1704-59-4389
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
25.40
45.00
S 78'24'39" E
25.06
C2
30.52
50.00
S 10'01'55" E
30.05
C3
45.40
45.00
N 56'31'09" E
43.50
PRELIMINARY PLAN FOR BUILDING PERMIT APPLICATION ONLY
NOT FOR SALES, RECORDATION OR CONVEYANCES
NEWCOMB land surveyors, L/c, 7008 Harps Mill Road, Ste. 105, Raleigh, NC 27615
Phone [phone], License # P-0203
-PIN. 1704-59-3524
-ZONING: R-4
-OVERLAY DISTRICT N/A
-INFILL STATUS: YES
-(NO FRONT SETBACK
CALCULATIONS PROVIDED DUE TO
SCOPE OF PROJECT)
-ALLOWABLE BUILDING HEIGHT=
-3 stories / 40'
-SETBACK REQUIREMENTS:
(PER UDO SEC. 2.2.1.8)
-FRONT- 20'
-SIDE- 10' MINIMUM / 20' AGGREGATE
-REAR- 30'
-BUILDING SQUARE FOOTAGE(S):
3,952 S.F. EXISTING
(BUILDING DETAIL CARD)
7
L2
BENT IRON
PIPE FLUSH
5/8" IRON
PIPE FLUSH
PART LOT 10
RANDY G. &
PHYLLIS BURDICK
DB 15499, PG 169
BM 1911, PG 122
PIN: 1704-59-5656
11111
ICARo/,//,
•
4 SEAL -1r
• L-5107 •
,1/4c)
• • .,icx•
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This survey performed and map prepared without benefit of a title report. This survey subject to any
facts and easements which may be disclosed by a full and accurate title search.
208005
PIN:1704-59-3524
1, Justin L. Luther, certify that this plat was drawn under my supervision from an actual survey made under my supervision
from references as noted; that the boundaries not surveyed are clearly indicated as drawn from information noted under
references; that the ratio of precision or positional accuracy exceeds 1:10,000; and that this plat meets the requirements of
The Standards of Practice for Land Surveying in North Carolina (21 NCAC 56.1600)
Witness my original signature, license number and seal this / day of $ , ,lam - ,2022.
7
Professionq/'Cand
ury or L-5107

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address: Z; 7p,`t .
Phone Number:
Email Address:
certify that I have authorized
1Z�(..ets� tic_ 27Uo'b
L.� v-F a °lA1 cotAn
C,&,c( -t (
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Cov1Lroyi- ,CVcGfit. Pa
4 awd �ovc
at my property located at 2 32 8 1-14-r s Pet, P-(A_LSL 1/r_ 2-11,C 0h3
in kla County,
1 furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application_
Property Owner Information'
Signature
Print or Type Name
(An1 V
Title
1022
Date
This certification is valid through /