NCC222789_Site Plan or Location Map_20220812

BUILT UPON AREA SUMMARY
PROPERTY
SF
AC
2,598,790
59.66
JURISDICTIONAL SURFACE WATERS LOCATED ON PROPERTY
17,000
0.39
EXISTING B.U.A.
788,230
18.10
PROJECT AREA (PROPERTY MINUS JD WATERS AND EX. B.U.A.)
(CALCULATION PER 15A NCAC 02H .1003(1)(b))
1,710,620
39.27
EXISTING B.U.A. TO BE REMOVED BY THIS PROJECT
26,660
0.61
NEW B.U.A. ADDED (ORIGINAL 2015 PERMIT)
83,480
1.92
B.U.A. ADDED WITH N-S ROADWAY AND TRUCK QUEUE PROJECT
MODIFICATION #1 TO 2015 PERMIT
246,190
5.65
B.U.A. PROPOSED TO BE ADDED WITH THIS PROJECT
72,510
1.66
TOTAL B.UA. ADDED UNDER PERMIT B.U.A. ADDED - EXISTING
B.U.A REMOVED
375,520
8.62
° B.U.A. T TAL B.U.A. - EXI TIN B.U.A. TO BE REMOVED))
DIVIDED BY PROJECT AREA))20.9%
\ i NOTES
\ 1. PROJECT 'WOLFPACK' IS A PROPOSED CONSTRUCTION PROJECT AT THE CARGILL-
NORTH FAYETTEVILLE PLANT. THIS PROJECT WILL INCLUDE INSTALLATION OF A NEW
PROCESS BUILDING THAT RECEIVES TRANSFER TRUCKS LOADED WITH MATERIAL
PLUS INSTALLATION OF OTHER PROCESS EQUIPMENT INCLUDING, DUST
COLLECTORS, BLOWERS, CONTROL ROOMS, A STORAGE TANK, AND A TOWER (SEE
I \ SHEET 4 FOR LOCATIONS).
\ \ 2. EXISTING 'BASE' INFORMATION SHOWN ON THESE CONSTRUCTION PLANS IS
\ DERIVED FROM SURVEY INFORMATION PROVIDED BY CARGILL. THIS 'BASE'
I 1OO O SO 1OO 2OO
' INFORMATION SHOWN REPRESENTS A COLLABORATION OF SURVEYS FROM
VARIOUS DATES. SURVEYS ARE ON NAD 83 AND NAVD 88 DATUMS. FOR CLARITY,
N/F I I NOT ALL SURVEY INFORMATION PROVIDED BY CARGILL IS SHOWN ON THESE
JOHN B SMITH, JR, I SCALE: 1" = 100' PLANS. THE CONTRACTOR IS URGED TO REVIEW ALL AVAILABLE SURVEY DATA
CURTIS B & SUELLEN S CARTER PROVIDED BY CARGILL PRIOR TO BEGINNING WORK. NO FIELD SURVEY HAS BEEN
I TRUSTEES N80°52'4"E \� CONDUCTED BY J THOMAS ENGINEERING FOR THE PREPARATION OF THESE
0448-67-8942 39.19'
OUST �
ER A VE SR o
1 7 - - \
23
CONSTRUCTION PLANS.
3. PROPOSED LIMIT OF DISTURBANCE IS GREATER THAN ONE (1) ACRE. A NCDEQ
EROSION CONTROL PERMIT IS REQUIRED PRIOR TO BEGINNING LAND
DISTURBANCE.
4. NO JURISDICTIONAL WATERS TO BE IMPACTED BY THIS PROJECT.
5. DEMOLITIONED ITEMS TO BE DISPOSED IN ACCORDANCE WITH LOCAL
R REQUIREMENTS. 60
w _ _ 6. CONTRACTOR SHALL NOT REMOVE EXISTING TREES / LANDSCAPING UNLESS A
I CONFLICT WITH NEW CONSTRUCTION AND APPROVED BY THE OWNER.
- _
O 7. OWNER RESPONSIBLE FOR OBTAINING TEMPORARY CONSTRUCTION EASEMENT
(OR AGREEMENT) FROM ADJACENT PROPERTY OWNER(S) FOR ANY WORK THAT
MAY BE REQUIRED ON PRIVATE / PUBLIC PROPERTY(S).
L17 8. UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE.
__--- L18 \ ADDITIONAL UTILITIES MAY BE PRESENT WITHIN THE WORK AREA. CONTRACTOR
---- TO LOCATE ALL UTILITIES PRIOR TO BEGINNING WORK.
3 N/ S05°29'26"W 9. CONTRACTOR TO CONTACT POWER COMPANY WHEN EXCAVATING WITHIN 15' OF
" JOHN BSMITH, JR, S10°46'34E 121.05' THEIR POWER POLES.
CURTIS B & SUELLEN S CARTER 117.26' L1 5A\ \ 10. CONTRACTOR TO REVIEW SITE ACCESS, MATERIAL STORAGE, AND STAGING
TRUSTEES S14°47'54"E L14 \ AREAS WITH OWNER PRIOR TO BEGINNING WORK SO TO MINIMIZE INTERFERENCE
" \ 0448-67-8942 I 66.95' ° WITH PLANT OPERATIONS.
N/F \ ,�< \ \ \ 11. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THESE PLANS WITH ACTUAL
HARMON L KIVETT ` 1029'30"E 1 �I, \ a FIELD CONDITIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND.
03
0448-68-8507 ~��
12. SITE LIGHTING DESIGN BY OTHERS.
13. STRUCTURAL ENGINEERING FOR ANY PROPOSED STRUCTURES BY OTHERS.
_ I ___ -
�'%
\ 14. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS (EXCEPT AREAS
F� / EMA 100-YEAR \ \ SPECIFIED TO BE PLANTED WITH SOD) UPON COMPLETION OF CONSTRUCTION.
FLOODPLAIN -� Q O SPECIES SHALL BE SIMILAR TO EXISTING GRASS ON -SITE.
��s1S32°44'17"E ��Lp�� P �L-- -� ` O e 15. CONCRETE PAVEMENT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 4,000
00 1.85 82'
Q PSI, UNLESS SPECIFIED OTHERWISE. DESIGN FOR CONCRETE PADS SUPPORTING
�O i \ I �PROPOSED BUILDINGS/EQUIPMENT BY OTHERS.
O
of . I S11°51'28"E i^�
S13°25'42"E 206.17'
Li25.14'LLJ
S0719'36"W ,`_` 52��g3� /_ - �.. �.
_1 S26°03'45"E 150.29' S11 O
O 84.71 r � �' i 0000
ALONG o \ \
JURISDICTIONAL WETLANDS
O^9 v \
� a
513 06 EXISTING EMPLOYEE O O o \
/- PARKING \ OO
EXISTING PLANTLn
i
\ , \
_L6
w \ I I
cv \ I
\ N-S ROADWAY AND TRUCK QUEUE PROJECT I I EXISTING OFFICE AND \
MAINTENANCE BLDG
00
cn
\ I I
\ o \
0 3
LINE TABLE
LINE
BEARING
DISTANCE
L14
S05°29'26"W
15.87'
L15
S05°29'26"W
15.00'
L15A
S05'29'26"W
16.75'
L16
N76°22'51"E
107.05'
L17
S13°37'09"E
30.00'
L18
S13°37'09"E
30.00'
a .wry O
.--.-_.__._-.-1.YLS _._ -_• ..
10' FUTURE ROAD R/W
_-.__.__.__.-_.-_.__.__._ �f
I - -- - N 2°51 39 W 376.72
----
- -- -- -- -- -- - N76° N0°26 0 W 673.98
_- -- -- - -- - -- -- 506.49
_ - --- - 4 18 W 308.81 15.28' N01°13'27"E TO MIDDLE ROAD
RIVER ROAD SR 1714 VARIABLE R/W 6.13' - -
_ N01 °33'25"W
- - '
- � - - 142.43 R=2494.28'
L=140.26'
- - CHORD
N1°10'39"E
140.24'
3'13'19"
J THOMAS ENGINEERING, INC.
CIVIL ENGINEERING & PLANNING
143 Charlotte Avenue, Suite 104
Sanford, North
Carolina 27330
[phone] phone
www.jthomasengineering.com
license no. C-3389
PROFESSIONAL ENGINEER'S SEAL
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REVISIONS
01 JUN 2021: ADJUSTED BUA SUMMARY BASED ON
REVISIONS FROM NCDEQ (STORMWATER) COMMMENTS
AGENCY REVIEW
ONLY
Scale:
Drawn by:
SEE SCALE BAR
JRT
Sheet:
Designed by:
JRT
2 of 10
Reviewed by:
JRT
Project Number:
Date:
20-019
01 APR 2021