1988-04-04_PERMIT FILE - C1981008A

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 4/4/1988
• Doc Name: Proposed Pond #002
• Section_Exhibit Name: Tab 13 Exhibit 13-13
• Media Type: M
• Archive: Yes

002-NORTH DITCH
DETAIL OF SPILLWAY
"ALTERNATIVE A' _
(SLOPE: O% t0 1.5%)
s" / / / �/ / / / O� M l _r_ ��•-. r �"r 6700.10 EMERGENCY SPILLWAY
N t ir:_T �' Fir y� MIN
2 2
w
N 603,090 w
.
/ / G•eel PM _ f-/ �/ � � / T•ast na„r — Cary ateC -
ALTER[�AT1VE B
-. -- Tee Seat I
0.6"DLA.ORIFICE W/TRASH SCREEN_ --- wet6m to
5704 pRINC1pAL SRLLW4Y (SLOPE: 1.5% to 50%)
5 / / f 57OR ELEV. 6697.0 \
\\ j �Prk y irk
57 E 1
- ,118,197 - - EMERGENCY INLET
�l f
NI,116,087 \ 00 _
6�L,�77 56,9 N 602,969 MIN 2
56 \ I 2' l
' �`RIPRAP
N60?�956 � /
E 1,118,136 —
�! SCALE: i"— 2'
q� y� / / FiEV 569 \ / GcPjE RAL NOTES;
0V- / f N602,932' 1
{ j / E1,118,IU p�{9(2��� 1 . CONSTRUCTION TO BE COMPLETE BEFORE DISTURBING UPSTREAM DRAINAGE AREA.
/`0 / / / \Z,g•LQ \ / N07 70 SCALE PONDS AND DAMS CONSTRUCTED AFTER May 3, 1978 TO BE DESIGNED INSPECTED AND
N6� Os\ \ \\ CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER.
/0�1� / / 3. ALL ELEVATIONS IN FEET ABOVE MEAN SEA LEVEL. ALL DIMENSIONS IN FEET AND
/ ���\ o INCHES ( 1 METER = 3.2808333 FEET).
/ l ` ` m - - 4, SAVE TOPSOIL FOR PLACEMENT ON STOCKPILES OR RESPREADING ON SLOPES.
5702
�N602000 02, u, t+:.1 'Ai -
O \ N602900 11 _ 5,
/ 12' TOP OF DIKE 67�N SEED ALL DISTURBED. AREAS, r.[:L. 3, AND CUTS,
rae OF Cw wsstr, I f .�.li - n.l�tl n.17 n.'!
h. ALL PONDS AND DAMS 70 8E EXAM iEt` FOR STRUCTURAL WEAKNESS, EROSION, AND OTHER
5702 -- .. .
— —— i — ----r- ' -- —�---
_ — n I c1 U.14 s HAZARDOUS CONDITIONS, AS PER A`=PROVE PLAN.
/ �o 5700 ,4, . ALL PONDS SUBJECT TO REVISjON — SITE STUDIES AND MORE DETAILED ANALYSES
f I2"X 75' CMP SPILLWAY- '
_ THROUGHOUT LIFE OF MINE TO BE REFLECTED IN POND DESIGN.
i /� Sb96 _ t+swaewc.wuw.v I �.l
wl
/ 5696 .i�� \ \ \ s—� IA Is _ _v 6, THE FILL MATERIAL SHALL BE FREE OF SOD, LARGE ROOTS, OTHER LARGE VEGETATION
't.0 0.116 -0.11 0;26
/ MATTER, AND FROZEN SOIL, AND IN NO CASE SHALL COAL-PROCESSING WASTE 8E USED
---1/1 IN EMBANKMENT CONSTRUCTION. THE FILL MATERIAL SHALL CONSIST OF SELECT
5694/ 5s92 - \ \ \ RIPRAP ° j 04' "' g °'I' - IMPERVIOUS MATERIAL,
i
\ \ \ .wwciramuw�rF n n. 17 o.m uA1 4 THE PLACING AND SPREADING OF ALL FILL MATERIAL SHALL BE STARTED AT .THE LOWEST
\ POINT OF THE FOUNDATION. THE FILL SHALL BE BROUGHT UP IN HORIZONTAL LAYERS
5680 \
PROPOSED CONTOUR n - T!.0 t.0 0.0 LESS THAN 12 INCHES IN THICKNESS AND COMPACTED OVER 93% OF STANDARD PROCTOR.
/ SCALE I=20 eo'r°"°"°"° ""'
EXISTING- CONTOUR -
5690
5710
5705 — _
\ SLOPE T P r - -
WATERTIGHT 1
MiN
7 � —
BE( livial
,
5695
T —
P
5705
5700 — —
O G ,. L R ND - - —.
Li w
s cuae e
5695 W
UTZ
'•®ANAL E eee
EXHIBIT 13-1311 DRAWN BY:R.LEHN REVISION : SCALE �I N
PEABODY COAL COMPANY EXHIBIT 13-13
NUCLA MINE
PROPOSED POND #002 HORIZ: I"=1o'
DATE:(0/24/86 APPROVED:R.J.G. VERT: 1"=5' SHEET I OF I SHEETS