2004-08-27_REVISION - m1989029

• Permit No: m1989029
• IBM Index Class Name: Revision
• Doc Date: 8/27/2004
• Doc Name: Reclamation Plan Map Exh. F.1
• From: Aggregate Industries-WCR Inc.
• To: DMG
• Type & Sequence: TR4
• Media Type: M
• Archive: No

I I \
Ln
r / / / / \` � a ° cc) - 5)
/
C y,i N
7 O f� CM
of E .L
Q m 2
\\1 —' i / i 1.5 MILES TO 1 -25
6 s COLO. HWY #1 19 �\ ��
6 i 1 I \ \ 5 -4 - AdN co
SEC. 121 SEC. 7, •' \\ 1 i - - - - - -- 1 0 �\ 1 j (V M 0
T 2 N, R 69 W /'T 2 N, R 68 W 1 1 i `� \�� \\�\\ �\ `\ \\ ` / o o co
_ - --
-- ----------------- - -- - - -- — <\ \ \\ \\ I �\ 1 \I i II .k��o a�i c X U
I / � w m •-,
1 I I 1 \�\ \ )�,l+ a t aoM
i SCALE: 1 = 500 I ! \ / / / co 0 0 0 °
_ \ \ ) 04 / J/ 5Y5TEM / a 2 a m o0
j / i/ OUTFALL
/ / � Y 01100, 500' 1000' I it 1 If I�� /�- -•1\ // �\ \\ �\ /�( i// �/
C (1) 0000
Ln
I / v / / } I � Z) o EX15TNG
> N
REGLAIMED U
v N
LONGMON � � � Cn �
/ / / I "10 -- /� _— <� POND N - �- d C M
\p' / / 1 1 / I / / �— — I LANDFILL W5 =4853 V O cm
(CITY OFLONGMONT) € P.== 4850.8 CC Q o Z L Cp M
60 �.49ooj w °� 0
1J� i r'�q ice' \\ I I ` c- j H L)
L ti
l\ ��_�� I \ \ \� /> // / ^ \� \��' '' \ \\ l\ C j W O
I w� J /// \
/ I \-�� \\ / '/ / // '' // \\\ I\ ice•'— \ \\ ` \ \ / i// %�_� ice' -- r---- \. —.. —. -- ......
e�\ a" ve. 0
�� st / \ \ \ / ^ / %�'�- ,•�o, - 5t• Jra \n e C7
\\J 4rll� / I 1.9 AC. 66 486 U CD Q
= 4 � \ �/ // 8 �P' - - - -- 4860 - - - - - -Q . EXISTING MINIMUM 100 FOOT 9 Q PIPELINE , 5ETBAGK FROM GREEK W — —- 10— _R
�\ * y' u J � ,fp,U4 4880 + \\ permit #: M- 1989 -029 Tonfidential ?: TR-4
9�W \ Q �� 1' OIL TANK 1.6 ACRES / Class: Revision YP�h
W 9 \ 0— / � TTY = 4854 ' From: Aggregate industries- WCR. lnc. To: DMG
IRRIGATION 10.5 AGR ,/ I —rr,
�i _ — _ / PF = 484 Doc. Name: Reclamation Plan Map Exhibit F.1
INLET 5TRUGTURE I = 4880 11. I / — — — — OIL NF I ) Date: 08/27/2004
J PF 4875 z' ` I v0 — Specialist: TAS
MINIMUM REGRADED I 4, �1 1^l`' 4871 I� 1 �r -� BIGELOW 486 / I N
W PF = 48"12 (SEE NOTE #1)
HIGHwALL SLOPE 3:1 l/ CITY OF
3.9 ACRES
L Q
l LONGMONT i' I N Ca
YVS = 4876 / / 2.1 ACRES / / 0 .9 ACRES 1
PESCHEL - PF = 48 13.5 �! Y'G 4865 _
IRRIGATION it P_ 4b� l i / 1 PF = 4562 I Q
i
INLET 5TRUCTURE I `�. ® / / I
v I 4 0.8 ACRE5 / 11
vV 501405 LATERAL DITCH '.� W /M = 48'16.5 1 / % i CONVEYOR I
� -- - -- - -- y PF = 4873 I ® / CORRIDOR
\ 16 6 4a �i 8 9 (l5' YNIDE) — � 2
12
7, PF = 4864 -- -- +IJ
0
-/ -- -- 13 18 —� -- SHERWOO ,�' 18 -- -- POND OUTFALL `\ 17 16 +''
_ MINIMUM REGRADED 5TRUGTURE, TYP. ` � E E '�_J
�L /• 1 I OI HIGHYNALL SLOPE 3:1 5EE DETAIL \\ _
�0 MINIMUM 25 FEET O
� a 5ETBAGK FROM GREEK I INLET ga DISTEL /
FILL
I TULL - ^U'
APPROXIMATE /' / � `J IZ X
r --
\� ORIGINAL6 \\� l b i' / ' j
\ /
0 IV \
i / ( I \
Wi
LL i
H-
\\ \ Z \ COFFIN -OAVIS \ 1 / ' �' U I-
\\ \\ Q SQ ��9p0 -- LATERAL I �\ L / - �— � W
\ \ V i \ �i -_- I I \ 0 2
N
II\---- - - --_ -w
EXISTING
d
PIPELINE
p STONE RIP -RAP ON BANKS O e
r _' I 1 8
F' WELD COUNTY RD. # 20 112
\ a c n
COFFIN -DAYS DITCH ' U
m
---- - - - - -- -- d
- - -- - -- - - -- -- --- - _ ____ _ 17 9,
\ \\ - -_ \ is r - --�-, LL - - -- — j 1 Z Q e
- - Q
.11� O Q II)
_ .. l .. LI
Legend Notes \ ` �) 1 — -� �✓� m E E E
0 Pit Area
Existingg Irrigation Ditch a I lal
- - -� - -- Diversion Structure Proposed deletion from permit area
Pond Surface \ Z N
Total = 61.4 Acres ��� DMG Boundary 1. Bottom of pit regraded to establish post- mining drainage pattern.
Gas /oll Pipeline Proposed addition to permit area OCGA51ONAL ROGK5 Scale: As Noted
— Pond Outfall Structure - - - -_ - -- p p p 2. Final location of ponds and wetland areas is dependent on the post- mining /,
—
Property Line ® GaVoil well q, pit bottom topography.
p �y\ Preparation Date:
Access Road Proposed wetland Areas 3. Existing DMG permit area =715 Acres April 22, 2003
12" t DIAMETER L0G5 Drawn R
Existing Trees a Shrubs - __________= p Proposed DMG permit area = '112 Acres Mary Rushing
Ali r- -� Existing Residence 'V y�
'' _ 4. Total Pond Surface Area = 59.8 Acre5 CHARACTER SKETCH DETAIL File: # 881
Proposed Trees a 5hru1b5 - - Existing Contour (does not include existing ponds) Pond Outfal I Structure
Sheet Of
Proposed Contour
k =� culvert Not to Scale 1 1