NCC242870_Site Plan or Location Map_20240918

/ 1
NOTES J
M/?J 1. BASE INFORMATION TAKEN FROM: THOMAS ENGINEERING, INC.
A
A
A)BOUNDARY SURVEY MINOR SUBDIVISION FOR ZEB
HARRINGTON.DATED 10-10-2023 AND PREPARED BY CIVIL ENGINEERING & PLANNING
- A �' A A II STEWART-PROCTOR PLLC.
- w-w B)'PARTIAL SURVEY AND PLOT PLAN FOR ASHLEY BETHEA'DATED
w 4-24-2024 AND PREPARED BY DRAKE KINSAUL LAND
M/21�. L22 - w SIT 6=)AAIN SURVEYING.
L21 L20 -CENTERLINE OF ROADS _ C)'TOPOGRAPHIC SURVEY FOR ASHLEY BETHEA'DATED
LI9 _ w 6-25-2024 AND PREPARED BY MIKE CAIN SURVEYING. 143 Charlotte Avenue,Suite 104
L78 L17 - - 2. HORIZONTAL DATUM IN NAD 83(2011).VERTICAL DATUM IS Sanford,North Carolina 27330
L16 _ L15 - N/F NAVD88. [phone] phone
_ L14 L13 - ZEB D. HARRINGTON AND MARTHA HARRINGTON LIFE ESTATE 3. THE PURPOSE OF THIS PLAN IS FOR EROSION CONTROL www.jthomasengineering.com
. L12 L3 \ PARCEL ID: 0005146 PERMITTING WITH CHATHAM COUNTY WATERSHED DEPARTMENT. license no.C-3389
IPS L4 4. THE PROPOSED LIMIT OF DISTURBANCE EXCEEDS 25,000 SF.
\ DB 1578, PG. 350 5. A RIPARIAN BUFFER REVIEW WAS MADE BY CHATHAM COUNTY
CS WATERSHED PROTECTION DEPARTMENT ON MAY 8,2023(WP
23-187).THE REQUIRED BUFFER IS SHOWN ON THESE PLANS.
IP L28 ..._NOS,
\�
EXISTING L25 60�9j6
SOIL DRIVE o X'UB9XC OR\
W R
NEW GRAVEL ROAD � o hc 24 OQ\w
N h h \
2 0 o zS w\C N �, IPS C11 w
N/F 'r `\ \ 1 // 2 ZEB& MARTHA FHARRINGTON \
EDWIN E. UTLEY TRUSTEE " / 4j s'r LIFE ESTATE C10
PARCEL ID: 0067641 `_ 4r+.< "'C��� / - ""' PARCEL ID: 0005145 w
„„ .,,m - Si/.'i \\w\ PROFESSIONAL ENGINEER'S SEAL
DB 1186, PG. 916 V r / DB 1578, PG. 350
C/
n _ a
o a / w r / '
Coe
w
/ �� /;‘, / a IPS e� N w
I /
/ / , / /• I \
// /// „ I i//// //\ \\\ LIMITI OF DISTURBANCE IPS / / / LIMIT OF DISTURBANCE ON HOMESITE PROPERTY
\ •
\\- 33,300 SF(0.76 AC) Q Q
2"EIP
/ J / / Z LLI
_�/ / \\ / LIMIT OF DISTURBANCE ON PARENT TRACT
REQUIRED STREAM BUFFER / .T / /I I/\ / / / 36,750 SF(0.84 AC) J
(SEE NOTE 5) Q �/
3 \ I�
/ / / I \\\ T, TOTAL LIMIT OF DISTURBANCE LLJ
/ /'/ ...
y \ _ �N / °�/ 70,050 SF(1.61 AC) L� a
/ /
30'LANDWARD FROM / / -5 I ',/? PROPERTY INFORMATION W 0 I�-/ (n
TOP OF BANK "�O. PRO.HOMESITE / / y� I--I
(EACH SIDE) / �� I / PROPERTY ID: Q T 0
2.
/ / '''-/---.
�- r. / �\ %� N6o 49:�3)0' woos ///// J'JURISDICTION:CHATHAM COUNTY,NORTH CAROLINA 'w Z
�, OWNER:EMILY BETHEA vI Z b^ if
/ / IPS DEED REFERENCE: D.B.2395 P.G.156 W r <
›-
.4.---- / �/ / // a / // CHATHAM COUNTY PIN NO:9695-59-1988 IX O
\ ///"' PARCEL ID:96267
/ .i+ / / / ACREAGE:3.03 AC ( LL.I
/ ZONED: Si V
/ \/ ,....ye:_,_
/ ° / ADDRESS:4678 CORINTH ROAD W I` O O(PROPOSED) PARENT TRACE U
_ 20'SEPTIC LINE EASEMENT / JURISDIC ION:CHATHAM COUN Y,NORTH CAROLINA
(17,394 S.F.) / Cl-
/
','', g ( POND / // OWNER:TRACT HARRINGTON,ZEB D LIFE ESTATE
/ / DEED REFERENCE: D.B.1578 P.G.350 Q
1v CHATHAM COUNTY PIN NO:9695-59-1341 ,,1 T
V/F N F \ '\ LIMIT OF DISTURBANCE W I
/ \ /� // ACREAGE:97137 AC C et w
PENNIE STEWART 2 (TYP) / ZONED: RI
97
TINA AND ROBERT CULLEN
ID:0065318 "
i5, PG.241 PARCEL ID:0005181 \ / c'' / / ADDRESS:4571 CORINTH ROAD
DB 2130, PG. 613 >�' P5' / °// U
0
/ EXISTING 50' / / /
,� DIXIE PIPELINE CO
,\� /7 EASEMENT / t.
n
/ O
/ STREAM BUFFER NOTE
'-‘)/,, PRO SEPTIC DRAIN LINE / / /
STREAM BUFFER SHOWN WAS PROVIDED BY CHATHAM COUNTY
%f✓ C
WATERSHED PROTECTION DEPARTMENT. FLAGS El AND E2 WERE REVISIONS
/ FIELD LOCATED BY THIS OFFICE AND REPRESENT THE LIMITS OF 2
" /1/ ' / // DETERMINATION BASED ON LETTER FROM COUNTY DATED MAY 8, 2023. 11
LINE TABLE PROJECT NAME"PARCEL#5146 AND PROJECT NUMBER WP-23-187 H
/ LINE LENGTH BEARING
g a �O- �/% L1 106.87 569'5408"E NOTE:JURISDICTIONAL AND PERMANENCE OF THE FEATURES SHOWN W
/ // LR .,..° . f 5 ""° / °// L2 208.13 569'54'08"E HAS BEEN DETERMINED BY CHATHAM COUNTY. REQUIRED BUFFERS
/ L3 27.96 S79'49'35"E WERE MEASURED LANDWARD FROM THE OUTER LIMIT OF JURISDICTION.
` RESIDUAL/PARENT 11tACT L4 59.33 S76'21'22"E
2/ / gp \ "\ / / / CHATHAM COUNTY WATERSHED PROTECTION ORDINANCE PROVIDES IIuu
e 71 / 70 ACRES LS 75.01 S74'31'11"E -
\ / x \ (SOUTH OF CORINTH ROAD) L6 164.96 S69.12'11"E DESCRIPTIONS OF ALLOWABLE USES WITHIN PROTECTED BUFFER AREAS. u S89°37'37"F EAT, f \\, I I w \ \ \ / / L7 109.46 S69'23'11'E LOT NUMBER(S) IS SUBJECT TO CHATHAM COUNTY BUFFER REQUIREMENTS. Z
699.98' \ \ \ _ / L8 106.79 S69'16'04"E
\\ \I\ , \� _ / L9 108.38 S69'25'38"E 3
\ \ \ \ \ \\s 1 / / LI0 106.85 569'27.42"E 9
\ \ \ \ \ L11 65.31 568'56'52"E 2
_ / // L12 _ 46.94 S79'49'35"E W
\\ \ \\ L13 71.72 S83'10'56"E 0
\h���\\ =J-__ / / / u4 - 61.E2 sas•19'za'•E E
\ L15 63.25 584'47'21"E W
�.° \ \��„\_� m °p / / LI7 96.98 585'18'25"E w
\ \ - _ -(PROPOSED) L18 112.94 S85'21'19"E m
\ \ 29 `F.PlIC DRAINFIELD
\ - / / LI9 109.38 S85'13'14"E o
\ - EASEMENT L20 110.00 S85'29'28'E °'
.y` - (16,579 S.F.) / L21 99.60 S85'09'S6"E
„ / L22 55.11 S84'56'52"E
PRO.SEPTIC DRAIN FIELD SO' L23 39.21 ssa-ss'sz"E AGENCY REVIEW ONLY o
/ L24 97.38 569.22'26"E c
L25 103.15 569'22'26"E
/ / L26 75.28 571'14'29"E O
Fi
L27 878.89 N41.38'41"E
/ L28 73.39 NO2'38'11'E73
- Scale: Drawn by: O
/ / / L29 93.20 566'47'36'E _ _ i
L30 86.82 539'57'09 E = SEE SCALE BAR JRT a
L31 84.86 515'23'45'E Sheet: Designed by: Oc
/ j / L32 5483.7399 587'4N1013'13"W JRT o
L33 54.99 N10'13'13"W
L34 77.12 S59'OS'O6"E Reviewed by:// / L35 860.53 N41'38'41"E/ 80 0 40 80 160 2 of 4 JRT
III m m Project Number: Date: CI
N88'58'40"W /
SCALE:1"=80' 24-018 1 JUL 2024
2662.38' / / / 4