HomeMy WebLinkAbout20191261 Ver 2_Kittrell Hill Recorded Survey_20200729ID#* 20191261 Version* 1
Select Reviewer:*
Katie Merritt
Initial Review Completed Date 07/29/2020
Mitigation Project Submittal - 7/29/2020
Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No
Type of Mitigation Project:*
r Stream r Wetlands W Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Ted Griffith
Project Information
...................................................................................
ID#:* 20191261
Existing IDr
Project Type:
Project Name:
County:
Email Address:*
ted@ecoterra.com
Version:
*1
Existing Version
r DMS r Mitigation Bank
Kittrell Hill Nutrient Offset and Buffer
Mitigation Bank
Pitt
Document Information
Mitigation Document Type:*
Mitigation Conservation Easement
File Upload: Kittrell Hill Recorded Survey.pdf 187.96KB
Rease upload only one RDFof the corrplete file that needs to be subrritted...
Signature
Print Name:* Ted Griffith
Signature:*
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MOZINGO, GARLAND W
DB 3673 PG 409
PIN: 4638223047
PID: 13402
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I- ALL DISTANCES ARE HORIIONTAL GROUND MEASUREMENTS IN U.S.FT.
2- AREA IS CALCULATED USING CAD SOFTWARE METHODS.
3- THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT OR TITLE COMMITMENT. THERE ARE KNO
WN OWN CHANCES IN R/W
AND THERE MAY BE EXISTING EASEMENTS AND/OR ENCUMBRANCES
AFFECTING THE SUB.ECT PARCEL THAT ARE NOT SHOWN HEREON,
4- UNDERGROUND UTILITY LINES h IRRIGATION WERE NOT PAINTED AND
LOCATED BY THIS FIRM.
S- EASEMENT CORNER MONUMENTS ARE IRON PITS SET THAT ARE 5/8-
BY 3D" REBAR WITH 3 X- ALUMINUM CAPS (CAPS MEET DMS
SPECIFICATIONS, BEING BERNTSEN RBD'S329 WITH NC STATE LOCO Q
0111087 AND STAMPED WITH THE CORRESPONDING NUMBER FROM THE rG �
CONSERVATION EASEMENT CORNER COORDINATES TABLE HEREON).
G- ENVIRONMENTAL AND SUBSURFACE CONDITIONS WERE 407 EXAMINED yRrl 'L
AS PART OF THIS SURVEY. NO STATEMENT IS MADE TO THE EXISTENCE
OF ENVIRONMENTAL OR SUBSURFACE CONDITIONS WHICH WOULD AFFECT
THE USE OR DEVELOPMENT OF THE TRACT.
7- THE STATE OF NORTH CAROLINA. ITS EMPLOYEES AND AGENTS, ti# v, ,
SUCCESSORS Alen ASSMS, RECEIVE A PERPETUAL RIGHT OF ACCESS TO /
V
THE EASEMENT AREA OVER THE PROPERTY AT REASONABLE TIMES TO CU'� , • fr'
UNDERTAKE ANY ACTIVITIES TO RESTORE, CONSTRUCT. MANAGE, CU
MAINTAIN. ENHANCE. AND MONITOR THE STREAM, WETLAND AND ANY �
OTHER RIPARIAN RESOURCES N THE EASEMENT AREA. IN ACCORDANCE LyV
WITH THE RESTORATION ACTIVITIES OR A LONG-TERM MANAGEMENT PLAN s
AS DESCRIBED N SEC71ON w-A OF THE CONSERVATION EASEMENT
AGREEMENT. PREFERRED ACCESS ROUTS ARE SHOWN HEREON. O
B- THE EXOSTENCE OR NON-EMSTENCE OF WETLANDS ON THE SI,"CT
PROPERTY HAS NOT BEEN DETERMINED BY INS SURVEY, �1Q yf
9- ALL ROADS OR TRAILS, PROPERTY CORNERS` NEARBY EASEMENTS`
OWELLNGS, ROADWAYS, STREAMS AND CREEKS, MANHOLES. POLES AND
RIGH7-OF-WAYS WITHIN 100 FEET OF THE CONSERVATION EASEMENT
ARE SHOWN HEREON. W
CONSERVATION EASEMENT
AREA SUMMARY
PIN: 4530412480
PID: 15346
GEORGE E MOORE III
DO 1482 PO 8O2
OWNER ADDRESS:
958 QUAIL RUN QUAY
VIRGINIA BEACH, VA 23452
1 I *%RVATION TOTAL-1&327 A
1 I A HT
IIIIIIIIIIIllllllll!! IIIflllffflllllllllllllllllllllllllllllllllllllllllllllll ���'ti
Doe ID: 014722730001 Type: CRP
Recorded: 06/26/2020 at 03:19:35 PM
Fee Amt: $21.00 Page 1 of 1
Pitt County, NC
Lisa P. Nichols REG OF DEEDS ��v MATTHEWS. GLOB A JEAN CHASE
SK 8 5 PG 15 2 PIN: 4638318946
PID: 15212
L — - J E SETAE 31 Q
d �
/
3�0 , 130000,
\
�N
STORM PIPE
NOT FOUND
UNDER WATER
APPROXOMATE LOCATION
_
27
00,
oe
00*
-'0*000,
32
33
10
'34S
LJW % ,
NN, 15
IP
.01
100,
0.1
C� 35 �� so
E AREA
'1
798326 SF °�%bb
8.327 ACRES /)D36
/
/ CONSERVATION EASEMENT
VICINITY SKETCH NOT DRAWN TO SCALE
V"
V
STANTONSBURG RD.
GENERAL LEGEND OF NOMENCLATURE
SEETNIG IRON PIPE/ROD (EIP/EIR)
NOTE 15
COMPUTED POINT
UTILITY POLE
m
TELECOM APPARATUS
n
BURIED LINE MARKER
LINETYPE LEGEND
P
ADJ KR OR RAW
- - - - CONSERVATION EASEMENT
SOIL PATH
GH - - off --- OVERHEAD UTILITY
08 �A5;
PG - PACE
PC - PLAT CABINET
S • 70�U FEET
LffT - SURVEY FEET
EP - EXISTING IRON PPE
o - ON UK
EXISTING MAL
RIP - NO 00WRLY
PA - PROPERTY LSE
CA - CEIITERLI[
R R04T OF *kY
CAROLINA
TOW --TTOWNS HV
VIN - PARCEL O NUMBER
PC - PARCEL D
cNP - CORRUGATED METAL PPE
iPP - CORRUGATED PLASTIC PPE
RCP - REINFORCED CONCRETE PPE
CE - CONSMA11ON EASEMENT
I, Timothy P. Murray. PLS L-4B33. certify that
this mop was drawn under my supervision from
on actual G'PS survey mode under my
supervision and the following information was
used to perform the survey
1) Clan of survey. AA
2) Positional acr:uracx .07'
3) Type of f,'PS (or GNSS) Field procedure:
Static
4) Date(O or GPS survey: 1/23/2020
5) Datum/Epoch:
NAG-02011 XEPOCH:201O,ODOD)
6) Published/fitted control: local CORS used
(OPUS Static Past Processed)
-NCEC GREENVILLE NC CORS ARP
-NCGO GOLDSBORO CORS ARP
-NCKI KINSTON COBS ARP
7) Geoid model. 18
8) Combined grid factor: 0,99989425
9) Units; US Feetqj�tp'�$�aCt7a
_' \.PLS 1_4833
/ CORNER COORDINATES TABLE I, TIMOTHY P. MURRAY, Professional Land Surveyor L-4833, certify that this
/ plat was drawn under my supervision from an actual survey made under my
�
/
�i1.NORTHING.EASTING (USFT]
/
21,680096.91.2432319.62
22.680443.06,2432141.63
23.680635-00,2432271.43
�G
24.680775.88.2432203.52
A
/ �'a
25.681020-37,2432169.74
c�"7
/ .��
26,681045.53,2432148.65
/
27,681264.79,2432529.12
/
28,681046.53, 2432632.38
/
29,681187A 1,2432768.80
/
30,681316.50, 2432991.94
/
31,681493.52,2433237.06
/
32,681147.30,2433532.59
/
33,681117.04,2433486.98
/
34,681093.99, 2433379.37
35,68092 7, 63, 2433171.08
37
315, 68086 7, 07, 2433034.32
3 ,680556.8 ,2 32 .36
EIP
/
38,680287.66,2432529.16
/
39,680145.98,2432427.22
/
N /F
MATTHEWS. GLORIA JEAN CHASE
PIN: 4637393782
PID: 15211
/
~
/
$
RENEW OFFICER CERTFICATION:
038
SATE OF NORTH
I IP OA
OF PITT
As
I. OFFICER PITT THAT THE
�TF1DON
I
W OF COUNTY, CERTIFY
Y R T S IS AFFIXED, MEETS ALL STATUTORY
•4
4]
EXISTING IRON PIPE
NC GRID COORDINATES
NAD83(2011) TIE•
N=680082.88 USFT
E=2432325,03 USFT �'E'
CF=o.99989425 TIE -
LINE TABLE
LINE
BEARING
LENGTH
L1
N21' 03' 57"W
59.50
L2
N23' 2Y 41 "W
52.36
L3
N25' 13' 11 "W
51.17
L4
N27' 45' 34'W
50.42
L5
N3D' 02' 22"W
50.39
L6
N30' 54' t8"W
53.17
L7
N31' 17' 17'W
51.55
LB
N31' IN 21"W
21.41
L9
N21. 03' 57"W
15.03
L10
S55' 28' 57"W
30.00
1-11
SW 04' 52"W
25.48
NTS-)RDWA
AV*0f 10Lo
_a. That the survey creates a subdivision of land wdhin the area of a county or municipality that has an
ordinance that regulates parcels of land.
_b. That the survey is located in a portion of a county or municipality that is unregulated as to an ordinance
that regulates parcels of land
c. Any one of the following:
-1 - That the survey is of an existing parcel or parcala of land or one or more existing easements and does not
create a new street or change an existing street. For the purposes of this subsection, an "existing parcel" or
"existing easement" is an area of land desenbad in a single. legal description or legally recorded subdivision that
has been or may be legally conveyed to a new owner by deed in its existing configuration.
_2- That the survey is of an existing feature, such as a building or other structure, or natural feature, such as a
watercourse General Assembly Of North Carolina Session 2017 House Bill 454'-Second Edition Page 5
_3 That the surrey is a control survey. For the purposes of this subsection, a "control survey" is a survey that
provides horizontal or vertical position data for support or control of other surveys or for mapping. A control survey.
by itself, cannot be used to define or convey rights or ownership.
mod. That the survey is of a proposed easement for a public utility as def ned in G.S. 62-3.
d. That the survey is of another category, such as the recombination of axisting parcels a Court -ordered
survey- or otter exemption or exception to the definition of subdivision.
_jLe. That the information available to the surveyor is such that the surveyor is unable to make a determination
to the best of the surveyor's professional ability as to provisions contained in (a) through (d) above.
supervision [deed description recorded in Book 1482, page 802; that the bounda
lines not surveyed are shown as bold dashed lines; that the ratio of precision as
calculated is I' 10,000+ ; that this plat was prepared in accordance with G.S.
47-30 as amended. Witness my original signature, registration number and seal
this _,Q5 th day � JUNE, A.D., 2020-
C-
, PLS L-4833
CAI? 0
ESS70'L•y- 7
�: n -
_ �._x.
SU94 . 4P
TERRESTRIAL SURVEYING _
Professional Land Surveying 1 License C-3903
P4. Box 91041 1 Raleigh North Carolina 27675 f4p
p: 919219.49781a.If1bWermerialSLlr wAri lcom r
i KITTRELL HILL NUTRIENT
OFFSET AND RIPARIAN
BUFFER MITIGATION BANK
CONSERVATION
EASEMENT
SURVEY FOR ECO TERRA PARTNERS, LLC
(SPONSOR) AND THE NORTH CAROLINA,
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES (DWR)
NCDW4 PROJECT #: 2019-1261 V2
OWNER: GEORGE E MOORE III
ARTHUR TOWNSHIP, PITT COUNTY, NC
SURVEY: 12/4/2019; MAP: 40/2020 SCALER "=100'
100 0 100 200
BAR CRUAPH I inch = 100 ft.