20181336 Ver 1_401 Application_20181005

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20181336
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Submittal Type:*
Riparian Buffer Authorization
Does this project require a request for payment to be sent?
r
Yes
r•
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: F New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Speight Built, LLC
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Project Name: 1100 Norris Street, Raleigh
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes(' No r Unknown
County (ies)
Wake
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
Diffuse Flow Plan.pdf
116.4KB
Plot Plan Showing New Dwelling Location.pdf
109.1 KB
1100 Norris Street 09-17-18.pdf
982.65KB
NC—Raleigh West_163047_2002_24000.pdf
4.7MB
USDA Soil Map.pdf
941.9KB
1100 Norris St. Buffer Auth Form 8.10.3
-1
313.91 KB
SIGNED.pdf
Only pdf or k r z files are accepted.
Describe the attachments:

All attachments are either listed as required on the Authorization Form or intended to provide documentation
to support the buffer authorization. Please feel free to reach out to me at 919-889-5694 with any additional
questions or concerns. Thank you.
V By checking the box and signing box 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")
• 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 online form."
Signature:
Submittal Date:

State of North Carolina
Department of Environmental Quality
Division of Water Resources

15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) – Buffer Authorization
FORM: BA 10-2013
FORM: BA 10-2013 Page 1 of 5
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project: 1100 Norris Street
1b. County: Wake
1c. Nearest municipality: Raleigh
1d. Subdivision name:
1e. Is the project located in any of North Carolina’s twenty coastal counties?
If yes, answer 1f below. Yes No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)? Yes No
2. Owner Information
2a. Name on Recorded Deed: Speight Built, LLC
2b. Deed Book and Page No. BK017210 / PG01977
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
Exhibit A attached
2d. Responsible Party
(for Corporations):

2e. Street address: 12333 Wingspread Way
2f. City, state, zip: Raleigh, NC, 27614
2g. Telephone no.: 919-889-5694
2h. Fax no.:
2i. Email address: [e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is: Agent Other, specify:
3b. Name:
3c. Business name
(if applicable):

3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
4b. Business name
(if applicable):

4c. Street address:
4d. City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:

FORM: BA 10-2013 Page 2 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1714038855
1b. Site coordinates (in decimal degrees): Latitude: 35.793180 Longitude: -78.626389
1c. Property size: 0.23 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Cemetery Branch
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse
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:
Single Family Detached Residence with current groomed year yard extending into the buffer
3b. Attach an 8 ½ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8 ½ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
72.11 Linear Feet
3e. Explain the purpose of the proposed project:
Small portion of house to encroach into Zone 2 Buffer with remaining currently groomed area in Zone 2 to
remain as yard for residence
3f. Describe the overall project in detail, including the type of equipment to be used:
Excavator to be used for digging footing and work for landscaping at end of project
4. Jurisdictional Determinations
4a. Have jurisdictional wetland 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 Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.

5. Project History
5a. Have permits or certifications been requested or obtained
for this project (including all prior phases) in the past?
Yes No Unknown
5b. If yes, explain and detail according to “help file” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

FORM: BA 10-2013 Page 3 of 5
C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?

Neuse Tar-Pamlico Catawba
Randleman Jordan Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 P T
Continuation of
Existing Impact
on Property
prior to
purchase
Allowable Cemetery
Creek Yes No 1,673
B2 P T Yes No
B3 P T Yes No
B4 P T Yes No
B5 P T Yes No
B6 P T Yes No
Total buffer impacts
1c. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
We have designed this home to minimize impact to the buffer while striving to keep this home in alignment
with the square footage and value of new homes in this area
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Silt fence to be installed to keep all work from occurring in the Zone 1 buffer area
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
Yes No

2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact
(square feet)
Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
Yes No

2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
Silt fence to be installed to keep all work from occurring in the Zone 1 buffer area
2f. Comments:
FORM: BA 10-2013 Page 4 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. Include a plan that fully documents how diffuse flow will be
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
Diffuse flow
Other BMP

F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document been finalized by the State
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
Yes No
2. 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 permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):

______Ryan Speight______
Applicant/Agent's Printed Name

________________________________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

__________
Date

Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
OR
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604

For all other projects sent by First Class Mail via
the US Postal Service
OR
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins
NCDW R – 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
Karen Higgins
NCDW R – 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
10/3/18
GRADE ELEV.-
FRONT ELEVATION 95.7'
SCALE: 1/4"=1'-0"
GRADE ELEV.- 92.7
91.7' REAR ELEVATION
SCALE: 1/4"=1'-0"
PLANS DESIGNED UNDER 2012 NORTH CAROLINA RESIDENTIAL CODE.
SEE ROOF PLAN FOR KNEEWALL HEIGHTS AND LOCATIONS.
GRADEELEV.- LLF I -0lLJL LLLVh 11VIV
92.7' SCALE: 1/4"=1'-0"
GRADE ELEV.-
91.7'
N
U
W
PROJECT:
MASON
RESIDENCE
w
oc
oc
� o
� O
w �
DATE:
09-17-18 BCR
REVISIONS:
SHEET N0.
OF 4

Lo
Ln
Am
53'-2"
15'-8" 25'-0" 12'-6"
3— 28 X 62 DH
.s— z X is Uri
qFT nn R' -F" A F F
7'-1"
12'-4"
3'-4" I. 6'-1"
4 ° X 10 TRANS
17-11" 3'-6" 2'-6"
OPNG.
ol 8'-1" 8'-6" ol 3'-1" 4'-3" 3'-5" 3'-5" ol
4— 2$ X 8° DH
SET @ 8'-6" A.F.F.
23'-11" 6'-10" ol 22'-5"
53'-2"
2— 28 X 52 DH
6'-5"
FIRST FLOOR PLAN
9'-0" CEILING HGT.
SET WINDOWS @ 8'-0" A.F.F.
SCALE= 1/4" = 1'-0"
AREA CALCULATIONS
HEATED (SQ. FT.)
UNHEATED (SQ. FT.)
UNFINISHED (SQ. FT.)
BASEMENT:
N/A
GARAGE:
465
BASEMENT: N/A
IST FLOOR:
1430
PORCH:
32
REC ROOM: N/A
2ND FLOOR:
1398
COVERED:
273
ATTIC: N/A
DECK:
N/A
STORAGE: N/A
ATTIC:
N/A
OVERALL DIMENSION
TOTAL:
2828
TOTAL:
770
WIDTH: 53'-2"
(HEATED)
(UNHEATED)
DEPTH: 55-11"
NOTES:
—PLANS DESIGNED UNDER 2012 NORTH CAROLINA RESIDENTIAL CODE.
—ALL ANGLED WALLS ARE 45 ° UNLESS NOTED OTHERWISE.
—FINISH DOOR AND WINDOW HEADS SHALL ALIGN EXCEPT AS NOTED.
—ALL MATERIALS AND COMPONENTS MUST BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS.
—GRADES SHOWN ARE ILLUSTRATIVE. NATURAL GRADE
WILL DETERMINE FINISH GRADE.
—FLOOR PLAN NOTATIONS GOVERN OVER ELEVATION SCALE.
—VERIFY ALL WINDOW SIZES, RADIUS, AND DETAILS WITH CHOSEN
MANUFACTURE.
—ALL HABITABLE ROOMS SHALL MEET LIGHT/VENTILATION & EGRESS
REQUIRMENTS.
—TEMPERED GLASS TO BE USED AT ALL SAFETY REQUIRED LOCATIONS.
—ALL WINDOW GLAZING TO HAVE 0.35 U—FACTOR MIN.
—ALL CABINET DESIGNS/LAYOUTS TO BE VERIFIED WITH SHOP
DRAWINGS FROM CABINET MANUFACTURER.
—PER 2012 N.C. RESIDENTIAL BUILDING CODE TABLE R302.6:
SHEETROCK ON GARAGE CEILING TO BE 5/8" TYPE "X".
oCA�
U
W �
V
PROJECT:
MASON
RESIDENCE
7t
uu �
1� 00
O 00
1�
Q
U
H r
r �
^W �
DATE:
09-17-18 BCR
REVISIONS:
SHEET N0.
of 4

Ln
0
M
o
_
N
D
Nx
N
N
Lf)
M
op
Q1
ol 53'-2"
lo
ol 15'-8" 18'-8" 18'-10"
. 2'-8" I. 10'-8" I. 2'-4" 12'-5" 6'-5"
11'-9"
12'-2"
11'-5"
L X b Uh
11'-0"
23'-11" 6'-10" 22'-5" lo
ol 53'-2"
9
E
0
Cn
SECOND FLOOR PLAN
9'-0" CEILING HGT.
SET WINDOWS @ 7-8" A.F.F.
SCALE= 1/4" = V-0"
NOTES:
—PLANS DESIGNED UNDER 2012 NORTH CAROLINA RESIDENTIAL CODE.
—ALL ANGLED WALLS ARE 45 ° UNLESS NOTED OTHERWISE.
—FINISH DOOR AND WINDOW HEADS SHALL ALIGN EXCEPT AS NOTED.
—ALL MATERIALS AND COMPONENTS MUST BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS.
—GRADES SHOWN ARE ILLUSTRATIVE. NATURAL GRADE
WILL DETERMINE FINISH GRADE.
—FLOOR PLAN NOTATIONS GOVERN OVER ELEVATION SCALE.
—VERIFY ALL WINDOW SIZES, RADIUS, AND DETAILS WITH CHOSEN
MANUFACTURE.
—ALL HABITABLE ROOMS SHALL MEET LIGHT/VENTILATION & EGRESS
REQUIRMENTS.
—TEMPERED GLASS TO BE USED AT ALL SAFETY REQUIRED LOCATIONS.
—ALL WINDOW GLAZING TO HAVE 0.35 U—FACTOR MIN.
—ALL CABINET DESIGNS/LAYOUTS TO BE VERIFIED WITH SHOP
DRAWINGS FROM CABINET MANUFACTURER.
—PER 2012 N.C. RESIDENTIAL BUILDING CODE TABLE R302.6:
SHEETROCK ON GARAGE CEILING TO BE 5/8" TYPE "X".
F—�
Q C)
� o
O
�T� U
1
PROJECT:
MASON
RESIDENCE
W
uu V�
1� 00
O 00
5
T� U
W bn
DATE:
09-17-18 BCR
REVISIONS:
SHEET N0.
3
OF
4

N /F
RETgINING Wq�L
WALTER GLENN SHEPHERD _u
DB16244-626 I a
PIN: 1714038963 0.21 AC. o
rr p I cn
� Iv
m 00 I m
N IZ)
z a
3.18'
\ \ I� r■—z—z—z—z z—z—z—z—z—z—x—z—z—z—z
\ N I CHAINLINK FENCE (TYP) OVER i z
\ \ � / O w
I O I ,moo
I
\ I I
RIPARIAN Bi J
\ _ _(MEASURED 50 UFFER m
a
FROM TOP f OF BANK) >
9.85 i I
—x 22.00 �I STOOP I 7.75 LI i i i I O I z
w z
O ; 31.80 I I O• I I W
in
CV i I O �I i i d
'o O ^`i 001 1 i w
UNI EXISTING I`� O I I € U
ADJACENT 00 ;� ONE STORY 3 I z 1 O
HOUSE
U) Y jN BRICK--�ti -•—x— —40'R I w U
Q
O 6 i w0 �i P ;
J
m I Q F Ni C)
D r -i 14.48'
LU 31.80 ----------1 w Q I - -- -
17.46'------ 1.15
z a 6.05; �1 I OVER
0 3 CONCRETE; _1 COVERED P/L I I
m SIDEWALK', PORCH 1 Qo
OD CONCRETE
z I �� DRIVEWAY
I 1100 I
(N04°48'58"E
90.33' TIE TO EIP) IEIP g N 05`00'00" E `I tl 72.00' w
I 3p ; S
BAPV OF CUB I : �w I CI ;
EDGE OF PAVEMENTLo
N RRIS ST. VARIAB � WIDTH PUBLIC R W Q
THIS PROPERTY 1 S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO
FLOOD INSURANCE RATE MAP #3720171400 J EFFECTIVE DATE: MAY 2, 2006.
LOT BLOCK SECTION AS -BUILT
SUBDIVISION
MW
RECORDED IN DEED BOOK 17097 PAGE 828 WAKE COUNTY REGISTRY SAW/
2018012012
I, SONY�`\\4R� Q Iyi�ERTIFY SURVEY FOR:
THAT , �MAPdks 100I�� a T6r�T S P E I G H T BUILT LLC.
L0� A'ND IT HER iHHEIt RE �C�LY-N THE
ENtROAGH I TS OF OT% BUILDT6JGS RALEIGH TOWNSHIP WAKE COUNTY NC
OPS THE-_S
®I LaTE CEPTf-Ag- SHOWN SCALE:
OP! SURVEY. L %017 _ Z:1 =20 WARD SURVEYING SERVICES, PLLC
9 DATE: 07/26/18 LAND SURVEYING & PLANNING
46. ,� BOOK 3OO 69 APEX, N.C. [phone]
��111111��`
LEGEND:
R/W
= RIGHT OF WAY NOTES:
DISTANCE TO HOUSES
FRONTS FROM R/W:
CA
= CENTER LINE NOT FOR RECORDATION, CONVEYANCES, OR SALE.
1104 NORRIS ST.
= 21.49'
EIP
= EXISTING IRON PIPE PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
1108 NORRIS ST.
= 30.22'
( )
= FIELD MEASUREMENTS TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
1110 NORRIS ST.
= 32.21'
-Cr
= FIRE HYDRANT FIELD CLOSURE > 1/10000.
O
= CLEAN OUT (SEWER) PROPERTY ZONED R-10. PIN 1714038855.
SII,
= UTILITY POLE RIPARIAN BUFFER SHOWN BASED ON FIELD LOCATED
CREEK/TOP OF BANK AT 50' FROM TOP OF BANK.
-0HE-
OVERHEAD UTILITY LINE
CI
= CURB INLET
\
Q
= SANITARY SEWER MANHOLE LOT 15A
= WATER VALVE ALBEMARLE HOUSING CO I I
WATER METER BM1947-19
I
S 04°27' 00" W
72.11 (FROM DEED)
Na
T CREEK - --'-- --.--
69
C/L CREEK IS -
3 U,
�`• i €
BOOK 4803. PAGE
AOpx
PROPERTY LINE
DEED
OF
..
w
n 9-
=
.......
_
N /F
RETgINING Wq�L
WALTER GLENN SHEPHERD _u
DB16244-626 I a
PIN: 1714038963 0.21 AC. o
rr p I cn
� Iv
m 00 I m
N IZ)
z a
3.18'
\ \ I� r■—z—z—z—z z—z—z—z—z—z—x—z—z—z—z
\ N I CHAINLINK FENCE (TYP) OVER i z
\ \ � / O w
I O I ,moo
I
\ I I
RIPARIAN Bi J
\ _ _(MEASURED 50 UFFER m
a
FROM TOP f OF BANK) >
9.85 i I
—x 22.00 �I STOOP I 7.75 LI i i i I O I z
w z
O ; 31.80 I I O• I I W
in
CV i I O �I i i d
'o O ^`i 001 1 i w
UNI EXISTING I`� O I I € U
ADJACENT 00 ;� ONE STORY 3 I z 1 O
HOUSE
U) Y jN BRICK--�ti -•—x— —40'R I w U
Q
O 6 i w0 �i P ;
J
m I Q F Ni C)
D r -i 14.48'
LU 31.80 ----------1 w Q I - -- -
17.46'------ 1.15
z a 6.05; �1 I OVER
0 3 CONCRETE; _1 COVERED P/L I I
m SIDEWALK', PORCH 1 Qo
OD CONCRETE
z I �� DRIVEWAY
I 1100 I
(N04°48'58"E
90.33' TIE TO EIP) IEIP g N 05`00'00" E `I tl 72.00' w
I 3p ; S
BAPV OF CUB I : �w I CI ;
EDGE OF PAVEMENTLo
N RRIS ST. VARIAB � WIDTH PUBLIC R W Q
THIS PROPERTY 1 S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO
FLOOD INSURANCE RATE MAP #3720171400 J EFFECTIVE DATE: MAY 2, 2006.
LOT BLOCK SECTION AS -BUILT
SUBDIVISION
MW
RECORDED IN DEED BOOK 17097 PAGE 828 WAKE COUNTY REGISTRY SAW/
2018012012
I, SONY�`\\4R� Q Iyi�ERTIFY SURVEY FOR:
THAT , �MAPdks 100I�� a T6r�T S P E I G H T BUILT LLC.
L0� A'ND IT HER iHHEIt RE �C�LY-N THE
ENtROAGH I TS OF OT% BUILDT6JGS RALEIGH TOWNSHIP WAKE COUNTY NC
OPS THE-_S
®I LaTE CEPTf-Ag- SHOWN SCALE:
OP! SURVEY. L %017 _ Z:1 =20 WARD SURVEYING SERVICES, PLLC
9 DATE: 07/26/18 LAND SURVEYING & PLANNING
46. ,� BOOK 3OO 69 APEX, N.C. [phone]
��111111��`

N /F
RETgINING Wq�L
WALTER GLENN SHEPHERD _u
DB16244-626 I a
PIN: 1714038963 0.21 AC. o
rr p I cn
� Iv
m 00 I m
N IZ)
z a
3.18'
\ \ I� r■—z—z—z—z z—z—z—z—z—z—x—z—z—z—z
\ N I CHAINLINK FENCE (TYP) OVER i z
\ \ � / O w
I O I ,moo
I
\ I I
RIPARIAN Bi J
\ _ _(MEASURED 50 UFFER m
a
FROM TOP f OF BANK) >
9.85 i I
—x 22.00 �I STOOP I 7.75 LI i i i I O I z
w z
O ; 31.80 I I O• I I W
in
CV i I O �I i i d
'o O ^`i 001 1 i w
UNI EXISTING I`� O I I € U
ADJACENT 00 ;� ONE STORY 3 I z 1 O
HOUSE
U) Y jN BRICK--�ti -•—x— —40'R I w U
Q
O 6 i w0 �i P ;
J
m I Q F Ni C)
D r -i 14.48'
LU 31.80 ----------1 w Q I - -- -
17.46'------ 1.15
z a 6.05; �1 I OVER
0 3 CONCRETE; _1 COVERED P/L I I
m SIDEWALK', PORCH 1 Qo
OD CONCRETE
z I �� DRIVEWAY
I 1100 I
(N04°48'58"E
90.33' TIE TO EIP) IEIP g N 05`00'00" E `I tl 72.00' w
I 3p ; S
BAPV OF CUB I : �w I CI ;
EDGE OF PAVEMENTLo
N RRIS ST. VARIAB � WIDTH PUBLIC R W Q
THIS PROPERTY 1 S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO
FLOOD INSURANCE RATE MAP #3720171400 J EFFECTIVE DATE: MAY 2, 2006.
LOT BLOCK SECTION AS -BUILT
SUBDIVISION
MW
RECORDED IN DEED BOOK 17097 PAGE 828 WAKE COUNTY REGISTRY SAW/
2018012012
I, SONY�`\\4R� Q Iyi�ERTIFY SURVEY FOR:
THAT , �MAPdks 100I�� a T6r�T S P E I G H T BUILT LLC.
L0� A'ND IT HER iHHEIt RE �C�LY-N THE
ENtROAGH I TS OF OT% BUILDT6JGS RALEIGH TOWNSHIP WAKE COUNTY NC
OPS THE-_S
®I LaTE CEPTf-Ag- SHOWN SCALE:
OP! SURVEY. L %017 _ Z:1 =20 WARD SURVEYING SERVICES, PLLC
9 DATE: 07/26/18 LAND SURVEYING & PLANNING
46. ,� BOOK 3OO 69 APEX, N.C. [phone]
��111111��`
LEGEND:
R/W
= RIGHT OF WAY NOTES:
DISTANCE TO HOUSES
FRONTS FROM R/W:
CA
= CENTER LINE NOT FOR RECORDATION, CONVEYANCES, OR SALE.
1104 NORRIS ST.
= 21.49'
EIP
= EXISTING IRON PIPE PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
1108 NORRIS ST.
= 30.22'
( )
= FIELD MEASUREMENTS TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
1110 NORRIS ST.
= 32.21'
-Cr
= FIRE HYDRANT FIELD CLOSURE > 1/10000.
O
= CLEAN OUT (SEWER) PROPERTY ZONED R-10. PIN 1714038855.
SII,
= UTILITY POLE RIPARIAN BUFFER SHOWN BASED ON FIELD LOCATED
CREEK/TOP OF BANK AT 50' FROM TOP OF BANK.
-0HE-
OVERHEAD UTILITY LINE
CI
= CURB INLET
\
Q
= SANITARY SEWER MANHOLE LOT 15A
= WATER VALVE ALBEMARLE HOUSING CO I I
WATER METER BM1947-19
I
S 04°27' 00" W
72.11 (FROM DEED)
Na
T CREEK - --'-- --.--
69
C/L CREEK IS -
3 U,
�`• i €
BOOK 4803. PAGE
AOpx
PROPERTY LINE
DEED
OF
..
w
n 9-
=
.......
_
N /F
RETgINING Wq�L
WALTER GLENN SHEPHERD _u
DB16244-626 I a
PIN: 1714038963 0.21 AC. o
rr p I cn
� Iv
m 00 I m
N IZ)
z a
3.18'
\ \ I� r■—z—z—z—z z—z—z—z—z—z—x—z—z—z—z
\ N I CHAINLINK FENCE (TYP) OVER i z
\ \ � / O w
I O I ,moo
I
\ I I
RIPARIAN Bi J
\ _ _(MEASURED 50 UFFER m
a
FROM TOP f OF BANK) >
9.85 i I
—x 22.00 �I STOOP I 7.75 LI i i i I O I z
w z
O ; 31.80 I I O• I I W
in
CV i I O �I i i d
'o O ^`i 001 1 i w
UNI EXISTING I`� O I I € U
ADJACENT 00 ;� ONE STORY 3 I z 1 O
HOUSE
U) Y jN BRICK--�ti -•—x— —40'R I w U
Q
O 6 i w0 �i P ;
J
m I Q F Ni C)
D r -i 14.48'
LU 31.80 ----------1 w Q I - -- -
17.46'------ 1.15
z a 6.05; �1 I OVER
0 3 CONCRETE; _1 COVERED P/L I I
m SIDEWALK', PORCH 1 Qo
OD CONCRETE
z I �� DRIVEWAY
I 1100 I
(N04°48'58"E
90.33' TIE TO EIP) IEIP g N 05`00'00" E `I tl 72.00' w
I 3p ; S
BAPV OF CUB I : �w I CI ;
EDGE OF PAVEMENTLo
N RRIS ST. VARIAB � WIDTH PUBLIC R W Q
THIS PROPERTY 1 S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO
FLOOD INSURANCE RATE MAP #3720171400 J EFFECTIVE DATE: MAY 2, 2006.
LOT BLOCK SECTION AS -BUILT
SUBDIVISION
MW
RECORDED IN DEED BOOK 17097 PAGE 828 WAKE COUNTY REGISTRY SAW/
2018012012
I, SONY�`\\4R� Q Iyi�ERTIFY SURVEY FOR:
THAT , �MAPdks 100I�� a T6r�T S P E I G H T BUILT LLC.
L0� A'ND IT HER iHHEIt RE �C�LY-N THE
ENtROAGH I TS OF OT% BUILDT6JGS RALEIGH TOWNSHIP WAKE COUNTY NC
OPS THE-_S
®I LaTE CEPTf-Ag- SHOWN SCALE:
OP! SURVEY. L %017 _ Z:1 =20 WARD SURVEYING SERVICES, PLLC
9 DATE: 07/26/18 LAND SURVEYING & PLANNING
46. ,� BOOK 3OO 69 APEX, N.C. [phone]
��111111��`

Soil Map—Wake County, North Carolina
(1100 Norris Street, Raleigh, North Carolina)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/26/2018
Page 1 of 3396326039633503963440396353039636203963710396380039638903963980396326039633503963440396353039636203963710396380039638903963980714280714370714460714550714640714730714820
714280 714370 714460 714550 714640 714730 714820
35° 47' 47'' N 78° 37' 44'' W35° 47' 47'' N78° 37' 22'' W35° 47' 23'' N
78° 37' 44'' W35° 47' 23'' N
78° 37' 22'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 150 300 600 900
Feet
0 50 100 200 300
Meters
Map Scale: 1:3,610 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 17, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Wake County, North Carolina
(1100 Norris Street, Raleigh, North Carolina)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/26/2018
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CfC Cecil-Urban land complex, 2 to
10 percent slopes
38.3 58.2%
PbD Pacolet-Urban land complex,
10 to 15 percent slopes
27.0 41.0%
Ur Urban land 0.6 0.8%
Totals for Area of Interest 65.8 100.0%
Soil Map—Wake County, North Carolina 1100 Norris Street, Raleigh, North
Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/26/2018
Page 3 of 3