WQ0082821.20171231.NDplans

X 846.18
I
X 841.
X 83
X 851.44
,- - 856.21
K45,W 7"
7:9.78 F
789.42 FT.'
K65W7"
POND NO. 1
X 834.85
X 784.68
UT HERN R AILROAO
SO
RAILRCAD SPIKE
POLE
EL.-668
IN BASE '
OFFICE
MAIN PLANT
871.69
PROPERTY LINE
:4;
/fI
K65W4
9ARAGE
X 871.20
871,40
X X 8E�9,
87L79
K65W6 " •.15 f l
(TAN 852.50\ T.
871.37
871,83 X TANK
CATION O
WELL FOt
ERATIONS
18.27`FT.
K65W6"D"
X 849.89
\NarIteklawski
r1i X
845.53
X780.54
X 864 54
_ Ii. 65W:;�
8, I8.2-T FT. �i� �65W "E"
K65W6"A" 84.6. 9 F
X B62.391
Z
x 867.16
,
X865.27
0
X 866,12
X 864,69
X 863.3:33
X 859.09
o
.58.23
B'
'1_1611•••.,t
K65W6"F"
EXPLANATION
100' SOUTH
OF HWY. 70
CENTERLINE
APPROX. 800' EAST
OF THE SOUTHERN
STATES PROPERTY LINE
NCDEHNR MONITORING WELL
(ABANDONED)
POTABLE WATER WELL
LEI WATER TABLE
MONITORING WELL
LEI DEEP MONITORING
WELL
itCROSS SECTION LINE, REFERENCE
FIGURE 4
TES: ILLUSTRATED CONTOUR LINES DEPICT
GENERAL FLOW ONLY; LOCALIZED FLOW
MAY BE SOMEWHAT DIFFERENT.
WELLS K65W4, K65W5, K65W6, K65W7
AND K65W8 WERE SAMPLED AND
ANALYZED BY NCDEHNR (9/01/89) AND
SUBSEQUENTLY ABANDONED.
WELLS K65W6 "A", K65W6 "B", K65W6 "C",
K65W7 "A", K65W7 "B" AND K65W7 "C"
WERE SAMPLED AND ANALYZED BY
LEI (2/13/90).
GROUND -WATER LEVELS AT WELLS
K65W6"A" THROUGH K65W6"E" AND
K65W7"A" THROUGH K65W7" I " WERE
MEASURED BY LEI (2/ 18/ 91 ).
WELLS K65W6"D", K65W6"E", AND K65W7"D"
THROUGH K65W7"H" WERE SAMPLED AND
ANALYZED BY LEI (8,1 /90).
0 100
APPROX. SCALE, FT.
N. C. DEPT. OF NATUI
RESOURCES AND
COMMUNITY ”EVI;LOPIN
APR 1 8 1991
DIVISION OF ENVIRONMENTAL MIINAI
MOORESVILLE REGIONAL OH
REF.: SITE TOPOGRAPHIC PLAN PREPARED BY
PIEDMONT AERIAL SURVEYS, DATED 1981
LAW ENVIRONMENTAL
CHARLOTTE, NORTH CAROLINA
GROUND -WATER CONTOURS
SOIL / PARTIALLY WEATHERED ROCK ZONE
r
SOUTHERN STATES FERTILIZER PLANT
STATESVILLE, NORTH CAROLINA
JOB NO. 56-9606
FIGURE 2
REVISED 3/91

-161-E13
Z W
I)
Q
0 Z
N
9-10-92
DISCHARGE
POINT
8588E
CITY OF STATESVILLE
ISSUED FOR PERMIT
GWB
JAMES W. DAVIDSON
CEA
CEA
JAMES LEE DAVIDSON
ALFRED H. WOMACK
♦
/
REFERENCES:
— PIEDMONT AERIAL SURVEYS, PHOTOGRAMMETERIC
SERVICES, GREENSBORO, N.C., SHEET No.s
4762.02, 4763.02, 4763.04, 4764.04, 4772.01
AND 4773.01, DATED MARCH 1981.
— CHABERSBURG MAP No.S 5N AND FJ.
6434 I
JUSTIN DAVIDSON
0707 I
9940 I
7760 I
L.S. GILLIAM JR.
L.S. GILLIAM JR.
9752 I
LEGEND:
x x FENCE
+ I I I RAILROAD
8486 I
MONTGOMERY INDUSTRIES
= UNIMPROVED ROAD
PROPERTY LINE
CREEK
8603E
5500 I
WAYSIDE VOLUNTEER AMERICAN HOMES, INC.
FIRE DEPARTMENT
70
1
SOUTHERN STATES
CLEAR
WOODED
8588E
8486
DWIGHT J. GOFORTH
Vj
RW-4
DIRECTION OF FLOW
TREE LINE
LOT NUMBER
PROPOSED DISCHARGE PIPE ROUTE
0RW-2 PROPOSED RECOVERY WELL
3377 I
111
7317 I
RW-2.
0423
9208 I
8342 I
T & T CO.
SCALE
NM N
400
0
400
800 FEET
SITE PLAN
STATESVILLE, NORTH CAR O LI NA
PREPARED FOR
SOUTHERN STATES
COOPERATIVE, INC.
Canonie_:nv±ronenta1
DATE
ISSUE / REVISION
DWN. BY
AP'D BY
— IREDELL CO.. TAX MAP No. 5N
DATE: 9-10-92
SCALE: AS SHOWN
DRAWING NUMBER
91-161-E13

El EVATION (FEET MSL)
880 ..O=
870
860 -
850
840 -
830-
820 —
810 -
800 -
790-
780 -
770-
760
750-
740-'
730 -
720
710-
700-
690 -
6801"
67041.1
660..
650 —
640 -
630 -
620
A
K65W4
20
14
16 -/
22�17 /
�22
la -
38..L:C--
BT
39.0 FT.
i)
3.9 mg/I
O
10-
12-
12"
10-
10 -.
10-
9
K65W6"B"
22mgI''
BT
31.0 FT.
K65W6
K65W6"A"
K65W6"E"
8
12
14
14
11-
17-.
15
21
29
26 -
28-
30 -
50/ 4"-
•
(5)
K65W6
56 mg/I
1 K65W6"A'
370 mg/I
BT
7.3 mg/I O
1.7 mg/1
133.0 FT.
ELEVATION (FEET MSL)
830 -m•••
820 -
810
800 —
790 -
780
770
K65 W 6"C"
16-
16-
13- ::
18
14
N. 20
30-
76
50/6"--
BT
45.0 FT.
76 mg/I2
c
36
50/2"
BT
23.0 FT.
APPROXIMATE GROUND SURFACE
c'
K65W7
K65W7"A„
K65W7"H"
K65W7"I"
18
16
11
9
10
12
24
47
50/4"
50/2"
(5)
�-- S --.,
K65W7"B"
11-
19-
_ 14
K65W7 "
140 mg/IU 9
K65W7"A"
2 13
53 mg/14)
280 mg/I
U
38 mg/I
BT
200.0 FT.
E —�
19
s-
BT
32.0 FT.
ELEVATION (FEET MSL)
--- 830
.• 820
- 810
- 800
in., 790
�- 780
i� 770
12
11
2 17
21 mg/I
9
10
K65 W 7"C'
BT
23.0 FT.
A'
K65W7"G"
K65W7"F"
2
93 mg/I
BT
28.5 FT.
1.7 mg/I
V
99 mg/i
ELEVATION (FEET MSL)
°MI.. 880
- 870
- 860
" 850
- 840
i- 830
a 820
- 810
— 800
- 790
- 780
▪ 770
- 760
- -750
- 740
- 730
M. 720
..710
- 700
11.690
- 680
- 670
660
▪ 650
- 640
- 630
-•- 620
ELEVATION (FEET MSL)
870
860 -
850
840 -
830 -
820.
810 -�
•1
8
8-
B
K65W8.
`%_ 11 mg,I
BT
19.0 FT.
1
EXPLANATION
[T: l FINE TO MEDIUM SAND
NOTES: SOIL CLASSIFICATION AND GROUND -WATER LEVEL DATA FOR MONITORING WELLS
K65W4, K65W5, K65W6, K65W7 AND K65W8 WAS PROVIDED BY NCDEHNR.
WATER -LEVEL MEASUREMENTS AND GROUND -WATER SAMPLES TAKEN ON 9/01/89.
THESE WELLS WERE RECENTLY ABANDONED BY NCDEHNR.
SOIL CLASSIFICATION FOR WELLS K65W6"A", K65W6"B" K65W6"C" K65W6"D" K65W6"E" K65W6"F",
K65W7"A", K65W7"B", K65W7"C" K65W7"D", K65W7"E", K65W7"F", K65W7"G", K65W7"H" AND K65W7"I"
PREPARED BY LEI. GROUND -WATER DATA BASED ON 2/18/91 MEASUREMENTS.
SILTY SAND
CLAYEY SAND
SANDY SILT
K65W6"C"
11
20
18
14
20
36-
76
50/6"
BT
45.0 FT.
B'
6)
K65W6"F"
4
9
10
22
0.14 mg/I
19
50/5' BT
? / 20.0 FT.
76 mg/I
ICI
CLAYEY SILT
SANDY CLAY
1711 SILTY CLAY
E —�►
ELEVATION (FEET MSL)
--- 870
- 860
▪ 850
- 840
- 830
•- 820
-�810
'i.) SAMPLED BY NCDEHNR ON 9'01/89. ® SAMPLED BY LEI ON 1/29/91.
SAMPLED BY LEI ON 2/13/90.
U SAMPLED BY LEI ON 8/ 1 / 90. ®
? UNCERTAIN HYDROGEOLOGIC CONDITIONS. 0 SAMPLED BY LEI ON 9/18/90.
• WATER TABLE AFTER 24 HOURS
APPROXIMATE WATER -TABLE SURFACE
STANDARD
PENETRATION
RESISTANCE
(BLOWS / FOOT)
47 -
20
WELL SCREEN INTERVAL
NO2 + NO3 (AS N) CONCENTRATION (mg/I)
BT 3ORING TERMINATION
REFER TO FIGURE 2 FOR SECTION LINE REFERENCES
0
VERTICAL SCALE 1 INCH = 10 FEET
I HORIZONTAL SCALE 1 INCH = 200 FEET
200
VERTICAL EXAGGERATION = 10X
® ROTARY DRILLED, NO STRATIGRAPHIC CLASSIFICATION
APPROXIMATE LOCATION, ELEVATION ESTIMATED FROM
TOPOGRAPHIC MAP
N. C. DEPT. ,O
' l: AAra
APR 1 8 1991
o/wom OF dtDORfSV1L(fr� REGIO A! �A'HAc�.;;;,
.REGIONAL OFFICE
REVISED 3/91
(2) LAN ENVIRONMENTAL
CHARLOTTE, NORTH CAROLINA
LITHOLOGIC CROSS SECTIONS
SOUTHERN STATES FERTILIZER PLANT
STATESVILLE, NORTH CAROLINA
JOB NO. 56-9606
FIGURE 4

N
Z W
m
D
0 Z
i
DISCHARGE //
POINT
-x-
8588E
CITY OF STATESVILLE
r
2 439 I
JAMES W. DAVIDSON
/ //
9-10-92 ISSUED FOR PERMIT
GWR
C E
1I
6610 I
JAMES LEE DAVIDSON
2664
ALFRED H. WOMACK
POND
i
•
•
}
REFERENCE:
- PIEDMONT AERIAL SURVEYS, PHCTUGRAMMETERIC
SERVICES, GREENSBORO, N.C., SHEET No.s
4762.02, 4763.02, 4763.04, 4764.04, 4772.01
AND 4773.01, DATED MARCH 1981.
-- CHAPERSBURG MAF No.S 5N AND FJ.
6434
JUSTIN DAVIDSON
,./,:t4r
5793 1
L.S. GILLIAM JR.
•
5793 I
L.S. GILLIAM JR.
i
•
I
•
- 0-)
•
8486 1
MONTGOMERY INDUSTRIES
LEGEND:
- FENCE
RAILROAD
UNIMPROVED ROAD
PROPERTY LINE
- CREEK
S
WAYSIDE VOLUNTEER
FIRE DEPARTMENT ;
•
•
940.3
R.L. MONROE
AMERICAN HOMES, INC.
SOUTHERN STATES
CLEAR
WOODED
RW-5
8486
POND
RW-4
DIRECTION OF FLOW
TREE LINE
LOT NUMBER
PROPOSED DISCHARGE PIPE ROUTE
0RW-2 PROPOSED RECOVERY WELL
7317
•
9208
SCALE
400
800 FEET
SITE PLAN
STATESVILLE, NORTH CAROLINA
PREPARED FOR
SOUTHERN STATES
COOPERATIVE, INC.
CanOMeEnVirOnMental
DATE: 9-10-92
DRAWING NUMBER
91-161—E13
No. DATE
ISSUE / REVISION
DWN. BY CK'D BY AP'D BY
SCALE: AS SHOWN