20190759 Ver 1_Riparian Buffer Authorization_20190607

DWR l
State of North Carolina
Department of Environmental Quality
Division of Water Resources 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
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project:
19-081
1 b. County:
Wake
1c. Nearest municipality:
Cary
1d. Subdivision name:
Thornewood Sub
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer if 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:
Micah & Kathrine Rickard
2b. Deed Book and Page No.
03704-0315
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party
for Corporations):
2e. Street address:
115 Thornewood Dr
2f. City, state, zip:
Cary, NC 27518
2g. Telephone no.:
336-404-8528
2h. Fax no.:
N/A
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
Chris Hodges
3c. Business name
(if applicable):
Redeeming Development Group LLC
3d. Street address:
410 Lord Berkley Rd
3e. City, state, zip:
Raleigh, NC 27610
3f. Telephone no.:
919-210-0079
3g. Fax no.:
3h. Email address:
[e-mail]
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 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
1a. Property identification no. (tax PIN or parcel ID): PIN 0762657592
1 b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: .40 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project: Long Branch
2b. Water Quality Classification of nearest receiving water: WS -III; 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:
It is currently a back yard on a single family home
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8 % 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:
3e. Explain the purpose of the proposed project:
The customer is asking for me to build them an attached garage so they can move back in with their father to
take care of him as he ages. The existing 1 car garage is currently being converted to an in-law suite as well
as the dining and living rooms, and they need additional space for their 4 children to move in.
3f. Describe the overall project in detail, including the type of equipment to be used:
A new double car attached garage with additional living space above will be built. This will have plumbing,
HVAC and electrical. I have attached the plans for your review if needed.
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 priorphases) in thepast?
❑ 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 priorphases) in thepast?
Z Yes El No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
Permits were requested in April of 2019 for this project and the Town of Cary asked for buffer determination
before moving forward.
6.
Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
We have moved the building outside of Zone 1 and minimized the footprint in Zone 2 as well as attaching the
garage to the existing house
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
1. Buffer Impacts
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.
1a. Project is in which protected basin?
® Neuse
❑ Randleman
❑ Tar -Pamlico
❑ Jordan
❑ Catawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for
number — impact
Permanent (P)
or Temporary
T
Type of impact Stream name
(exempt, allowable,
allowable w/
mitigation)
Buffer
mitigation
required?
Zone 1 Zone 2
impact impact
(sq ft) (sq ft)
B1 ® P ❑ T Attached
Garage
Allowable Long Branch
❑ Yes ® No
0 692
B2 P ❑ T
❑ Yes ❑ No
B3 P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 El El
El Yes ❑No
B6 ❑ P ❑ T
❑ Yes El No
Total buffer impacts
692
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
We have moved the building outside of Zone 1 and minimized the footprint in Zone 2 as well as attaching the
garage to the existing house
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
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 Multiplier
(square feet
Required mitigation
s uare 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?
es ® 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.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ® No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
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):
Christopher Hodges L� 06/06/2019
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Eugene and Micah Rickard
115 Thornewood Dr.
Cary, NC 27518
NORTH CAROLINA
Environmental Quality
April 2, 2019
Subject: Buffer Determination Letter
RRO # 19-081
Determination date: 04/01/2019
Staff: Brion Byers
Wake Court
Determination Type:
Buffer
IntermittenUPerennial
® Neuse (15A NCAC 2B.0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B.0259)
❑ intermittent/Perennial Determination (where local buffer
USGS
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
Subject(')
(governmental and/or interjurisdictional
projects)
Survev
Project Name: 115 Thornewood Drive
Address/ Location: 115 Thomewood Drive Cary, NC 27519 (PIN 0762657592)
Stream(s): Long Branch
Feature
E/1/P(1)
Not
Subject
Start@
Stop@
Soil
USGS
Subject(')
Survev
To o
Stream A
I/P
X
_ _
Culvert
Off Property
X
35.743343°
-78.7748050
(1) E=Ephemeral. 1=lniermtnenl, P=Perennial, NP -Not Present. A'A- Not applicable
(2) Refers to riparian buffer rules only. Stream. ivedand, or pond impacts may still be subject to applicable water quality standards and
permitting requirements.
Explanation: The features(s) listed above has been located on the most recent published NRCS Soil Survey of Wake
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each
feature that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There may be other features located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. Ifsending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, AV 27699-1617. If sending via
D E
Q,5- North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
•��� /°� 919.791.4200

Buffer Determination Letter
RFK) # 19-081
115 ThomeNood Drive
April 2, 2019
Page 2 of 2
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Brion Byers at [phone], or by
email at brion.bvers(a—,ncdenr.gov.
Sincerely,
Rick Bolich
Assistant Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
North Carolina Department of Environmental Quality I Division of Water Resources
_ Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

115 Thornewood Drive
Wake County, NC-DWR Project # 19-081
NRCS Soil Survey Sheet 67 �0 5r,r6
Wake Co., NC 1970 1 : locations are approximate
~�� and are provided for refer- Legend:'� ence only::
-project boundary

115 Thornewood Drive
Wake County, NC-DWR Project # 19-081
I
USGS Topographical Map
Apex Quadrangle 2016 �
Locations are approximate
Legend:IIf. - " and are provided for refer -
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-Project boundary

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5EGOND FLOOR 5TRUGTURAL PLAN
51–ALE: )4'=1'-O"
REFER TD •5O' SEET9r FOR STAMARD DETAES AM 5TROlIRK IDTES

o . . .....000®O © ©E 6
TI
DA
O Y
Z
Rickard Residence
LifeStage Home Designs
311 E. Chatham St.
Cary, NC 27511
919-630-1224
Southern Engineers, P.A.
3716 Benson Drive, Raleigh, NC 27609
Phone: [phone]
License: C-1287
'.southernengineces.eom
E�neen aed .ppl�ea only rosuucau.d mmponenaa on duo
d^m` q a,
Sed — gut �ncluae mnanuction memo, meabda, tech,,'
neea,pmaana..,ns-.fn,pmmaona.
,f„,. aeV�.ana nea�a<aep.n<Ka on plma.ae m be bmoght m ahe
"m ,— —� n of Soon em Engmee�a.'Ut w do m wll
—d SomEem E �n 1a hmiey.
se -11— dd �a ea n a.�e of Kol
Useofthese plw minas a ppmvdo km.�ro aamm
def rd in the costumes u�em�ene.
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115 Thomewood Drive
aty
Cary, NC 27518

j/=,r�•` " PROJECT #
STRUGUZ
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Dw
LOT INFORMATION:
CURVE TABLE
Po
CURVE
Bl S
w
ISO` a
Ar❑
EXISTING
50.00 N42'13'42'E
2 STORY
N
p
HARDIPLANKB
25.00 1 N35'49'01 -E
BRICK HOUSE
BRICK WALL SF
2
240.97 1 N7714r07'E
SIDEWALK = 77 SF
• • DRui IIIXF FOUND
P
STPROPOSED
WOODEN
,ND II
EXISTING IMPERVIOUS = 2,369 SF
DECK
I r
N
4
ADDITIONAL IMPERVIOUS
�z3r
_ ' ,1
249p
$I2D/140�'
PROPOSED 0
3V,STORY
19DDITION
I
00 S.F
I
INSET SCALE: 1"=20'
C3 —
20'
20' DRAINAGE
Q EASEMENT
0 N
THORNEWOOD DRIVE a
GARAGE =900 SF 17,765 SF ZONE 2 s
DRIVEWAY= 1,130 SF 50' PUBLIC RM 0.41 AC
�
TOTAL IMPERVIOUS = 4,399 SF ZONE1
TOTAL PERCENT IMPERVIOUS = 24.8 % G�
LOT INFORMATION:
CURVE TABLE
PINY: 0762657592
CURVE
TOTAL LOT AREA = 0.408 AC = 17,765 SF
w
HOUSE = 1,355 SF
Ar❑
AC PADS = 18 SF
50.00 N42'13'42'E
PATIO = 96 SF
2.7
PORCH = 46 SF
25.00 1 N35'49'01 -E
p
BRICK WALL SF
2
240.97 1 N7714r07'E
SIDEWALK = 77 SF
• • DRui IIIXF FOUND
DRIVEWAY = 766 SF
A1 AC
SP„��1 0(�4y
CO • CLEAN OUT
EXISTING IMPERVIOUS = 2,369 SF
AC = AIR CONDITIONER
PERCENT IMPERVIOUS= 13.3%
N
4
ADDITIONAL IMPERVIOUS
I
INSET SCALE: 1"=20'
C3 —
20'
20' DRAINAGE
Q EASEMENT
0 N
THORNEWOOD DRIVE a
GARAGE =900 SF 17,765 SF ZONE 2 s
DRIVEWAY= 1,130 SF 50' PUBLIC RM 0.41 AC
�
TOTAL IMPERVIOUS = 4,399 SF ZONE1
TOTAL PERCENT IMPERVIOUS = 24.8 % G�
NOTES:
1. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY CO., UNDER THE
SUPERVISION OF JEFFERY W. BAKER, PLS.
2. THIS PLAN HAS BEEN PREPARED FOR LAYOUT AND PERMITTING PURPOSES
ONLY.
3. PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING FIELD EVIDENCE,
EXISTING DEEDS AND/OR PLATS OF PUBLIC RECORD, AND INFORMATION
SUPPLIED TO THE SURVEYOR BY THE CLIENT
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ALL BEARINGS
ARE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM UNLESS
OTHERWISE SHOWN.
5. THIS MAP IS NOT FOR RECORDATION AND SHOULD BE REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPUCABLE
LAND DEVELOPMENT REGULATIONS.
6. THE BASIS OF NORTH AND ALL EASEMENTS, RIGHTS -OF -WAYS, BUFFERS,
SETBACKS AND ADJOINERS, ETC. REFERENCED IN TITLE BLOCK.
7. NO INVESTIGATION INTO THE EXISTENCE OF JURISDICTIONAL WETLANDS OR
RIPARIAN BUFFERS PERFORMED BY THIS FIRM.
8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE
AND CURRENT TITLE SEARCH MAY DISCLOSE.
9. THIS PROPERTY GRAPHICALLY APPEARS NOT TO BE LOCATED IN A SPECIAL
FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY HUD
F,I.R.M. MAP 37200762001 DATED MAY 2,2006.
10. ZONING IS: R12
11. REFERENCE: BOOK MAP 1984 PAGE 1420
S STEPS / 100 YEAR FLOOD
I°W I PD I AO / III BOUNDARY
I / PER SM 1984
PG 1420
STORY E STORY AC
1 O
'll DIPLONS
BRICKHOLaE / LOT]
p1 THORNEWOOD
% I. 1 JOHN B J R 6CHERYLL
1 11 1 J FLEh
tO 11 b �, PIN 01BffiSBSB7
PROPOSED 1
En I I WOODEN I BN 1861 PG 100
4
LOTS DECK CO /
I
I
THORNEWOOD ERRY • OJ
KTRY C 6 TERRY M 1 Q
EOMONDSp/ i PROPOSED rl`O
ZBG ]STORY III
am
M ISM1981 140 PG 1429 I AIRKITION C3
990 SF �
PROPOSED I
DRIVEWAY'3�.r
1,130 S.F. I
I
22.E
ZONE 1
ZONE 2
�� 2q
/ LOT
HAw1EEYE
HAWKEYE BUILDING CO
PIN
PI 9]fi 5
18
198PG
BM 19PG ,BTB
Bateman Civil Survey Company
Engineers - Surveyors • Planners
2524R AVMRM. AP4, NC 77539 PN: 919 577 1999 FE1919 577 1981
+Mw D9W Wiow•u"n' mn Irl' mm
NCBELSEMN9 C 74
SITE J 1 I
VICINITY MAP )Not to Scale)
LEGEND
CURVE TABLE
I, JEFFERY W. BAKER, CERTIFY THAT THIS PEAT WAS
CURVE
LENGTH
RADIUS CH BEARING
CH DIST
Ct
72.87
50.00 N42'13'42'E
58.59
C2
30.84
25.00 1 N35'49'01 -E
28.92
C3
55.70
240.97 1 N7714r07'E
55.57
NOTES:
1. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY CO., UNDER THE
SUPERVISION OF JEFFERY W. BAKER, PLS.
2. THIS PLAN HAS BEEN PREPARED FOR LAYOUT AND PERMITTING PURPOSES
ONLY.
3. PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING FIELD EVIDENCE,
EXISTING DEEDS AND/OR PLATS OF PUBLIC RECORD, AND INFORMATION
SUPPLIED TO THE SURVEYOR BY THE CLIENT
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ALL BEARINGS
ARE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM UNLESS
OTHERWISE SHOWN.
5. THIS MAP IS NOT FOR RECORDATION AND SHOULD BE REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPUCABLE
LAND DEVELOPMENT REGULATIONS.
6. THE BASIS OF NORTH AND ALL EASEMENTS, RIGHTS -OF -WAYS, BUFFERS,
SETBACKS AND ADJOINERS, ETC. REFERENCED IN TITLE BLOCK.
7. NO INVESTIGATION INTO THE EXISTENCE OF JURISDICTIONAL WETLANDS OR
RIPARIAN BUFFERS PERFORMED BY THIS FIRM.
8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE
AND CURRENT TITLE SEARCH MAY DISCLOSE.
9. THIS PROPERTY GRAPHICALLY APPEARS NOT TO BE LOCATED IN A SPECIAL
FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY HUD
F,I.R.M. MAP 37200762001 DATED MAY 2,2006.
10. ZONING IS: R12
11. REFERENCE: BOOK MAP 1984 PAGE 1420
S STEPS / 100 YEAR FLOOD
I°W I PD I AO / III BOUNDARY
I / PER SM 1984
PG 1420
STORY E STORY AC
1 O
'll DIPLONS
BRICKHOLaE / LOT]
p1 THORNEWOOD
% I. 1 JOHN B J R 6CHERYLL
1 11 1 J FLEh
tO 11 b �, PIN 01BffiSBSB7
PROPOSED 1
En I I WOODEN I BN 1861 PG 100
4
LOTS DECK CO /
I
I
THORNEWOOD ERRY • OJ
KTRY C 6 TERRY M 1 Q
EOMONDSp/ i PROPOSED rl`O
ZBG ]STORY III
am
M ISM1981 140 PG 1429 I AIRKITION C3
990 SF �
PROPOSED I
DRIVEWAY'3�.r
1,130 S.F. I
I
22.E
ZONE 1
ZONE 2
�� 2q
/ LOT
HAw1EEYE
HAWKEYE BUILDING CO
PIN
PI 9]fi 5
18
198PG
BM 19PG ,BTB
Bateman Civil Survey Company
Engineers - Surveyors • Planners
2524R AVMRM. AP4, NC 77539 PN: 919 577 1999 FE1919 577 1981
+Mw D9W Wiow•u"n' mn Irl' mm
NCBELSEMN9 C 74
SITE J 1 I
VICINITY MAP )Not to Scale)
LEGEND
PO • PORCH
I, JEFFERY W. BAKER, CERTIFY THAT THIS PEAT WAS
SP SCREENED PORCH
CP COVERED
DRAWN UNDER MY DIRECT SUPERVISION FROM
WD WOOD DECPAPOK
SURVEY MADE UNDER MY SUPERVISION (PIAT BOOK
P • CONCRETE PATIO
REFERENCED IN TITLE BLOCK I; THAT THE BOUNDARIES
SW SIDEWALK
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
DW • CONC DRIVEWAY
FROM INFORMATION LISTED UNDER REFERENCES;
IID=COMPUTED POINT
THAT THE RATIO OF PRECISION AS CALCULATED 15
O = IRON PIPE FOUND
1:10,000., AND THAT THIS MAP MEETS THE
= IRON PIPE SET
REQUIREMENTS OF THE DARD OF PRACTICE FOR
• • DRui IIIXF FOUND
LAND SURVEY`Ma1M1 40OLINA. L-4412
®=WATER METER
SP„��1 0(�4y
CO • CLEAN OUT
OF ESS
AC = AIR CONDITIONER
”'
fSEWER MANHOLE
ELECTRICBOX
Q�
L =_
CABLE BOX
_ ' ,1
m = TELEPHONE PEDESTAL
FH =FIRE HYDRANT
$I2D/140�'
{,1 •LIGHT POLE
�• •OSUR��C(r``
I
This map - r I Wi�,p8?10 of land
BURRING SETBACKS
I
and is only Inte"NW4dr the parties and
CDRNER=2D
FRONr• 20F
purposes shown. This map not for
SIDE1O
recordation. No title report provided.
REAR • 2S'
PLOT PLAN
FOR
EUGENE M. &
KATHERINE S. RICKARD
THORNEWOOD-LOTS
115 THORNEWOOD DRIVE, CARY, NC
L 5 a SWIFT CREEK TWSP.,WAKE COUNTY
® DATE: 05/20/19 DRAWN BY: PLB CHECKED BY: JWB
SCALE: 1" = 30 ft.
REFERENCE: BK 1984 PG 1420 PROJECT 9 180389 SCALE: 1'= 30'