2015-06-03_PERMIT FILE - M2015003

• Permit No: M2015003
• IBM Index Class Name: PERMIT FILE
• Doc Date: 6/3/2015
• Doc Name: Response to 04/13/2015 Adequacy Review
• From: Cache La Poudre Management Company
• To: DRMS
• Email Name: PSH
• Media Type: D
• Archive: No

_ 6.-Ol.-
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SOUTHERN EXTENT OF AFFECTED AREA
1 �F
GRAVEL ACCESS ROAD
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SURVEY NOTES:
1. HORIZONTAL & VERTICAL DATUM:
HORIZONTAL & VERTICAL CONTROL BASED ON LOT CORNER:
LOT CORNER
NORTHING 1400400.866
EASTING 3253248.241
ELEVATION 4604.7
4609
X
2+00
-28+00-1--29+00 29+69 1+00 2+00 3+00 X
4614 - - 4614- - - - - -4614- -
4610 4610
2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED
DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION
OF A LICENSED SURVEYOR.
3. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED
COPY. TO OBTAIN ALL THE INFORMATION THAT IS AVAILABLE IN THIS DRAWING, ALL THE
AUTOCAD LAYERS MUST BE TURNED ON AND THAWED.
4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
5. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES
AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.
X
_
4610 III
4614
15+0 14+00--�t3+00 12+00 4610-11+00 10+00 ./
1 N
I O J
�o
m
i
89'-8' _
599'-8"
GENERAL NOTES:
1. ELEV. OF BERM CREST = 4614 FT
2. MAX POND WATER LEVEL = 4611 FT
3. ELEV. OF BOTTOM OF POND = 4595 FT
4. SURVEYED WATER SURFACE ELEVATION AT RIVER= 4593 Fl
5. MAXIMUM EMBANKMENT HEIGHT ABOVE EXISTING GRADE = 10 FT
6. TOTAL ESTIMATED POND VOLUME = 102.1 ACRE -FT
7. POND SURFACE AREA AT 4611 FT = 9.13 ACRES
8. TOTAL ESTIMATED CUT VOLUME = 133,514 CU. YD.
9. TOTAL ESTIMATED FILL VOLUME = 16,811 CU. YD.
10. NET ESTIMATED VOLUME = 116,703 CU. YD. (CUT)
11. NET AFFECTED AREA = 16.20 ACRES
926'-8"
0
0
a
9+10
PROPOSED POND PLAN
FULL SIZE: 1" = 50'
HALF SIZE: 1" = 100'
50' 0 25' 50' 100•
( FEET )
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No. of Sheets
Drawing No.
EXHIBIT C
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4,01,4595
4595
4600
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2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED
DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION
OF A LICENSED SURVEYOR.
3. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED
COPY. TO OBTAIN ALL THE INFORMATION THAT IS AVAILABLE IN THIS DRAWING, ALL THE
AUTOCAD LAYERS MUST BE TURNED ON AND THAWED.
4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
5. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES
AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.
X
_
4610 III
4614
15+0 14+00--�t3+00 12+00 4610-11+00 10+00 ./
1 N
I O J
�o
m
i
89'-8' _
599'-8"
GENERAL NOTES:
1. ELEV. OF BERM CREST = 4614 FT
2. MAX POND WATER LEVEL = 4611 FT
3. ELEV. OF BOTTOM OF POND = 4595 FT
4. SURVEYED WATER SURFACE ELEVATION AT RIVER= 4593 Fl
5. MAXIMUM EMBANKMENT HEIGHT ABOVE EXISTING GRADE = 10 FT
6. TOTAL ESTIMATED POND VOLUME = 102.1 ACRE -FT
7. POND SURFACE AREA AT 4611 FT = 9.13 ACRES
8. TOTAL ESTIMATED CUT VOLUME = 133,514 CU. YD.
9. TOTAL ESTIMATED FILL VOLUME = 16,811 CU. YD.
10. NET ESTIMATED VOLUME = 116,703 CU. YD. (CUT)
11. NET AFFECTED AREA = 16.20 ACRES
926'-8"
0
0
a
9+10
PROPOSED POND PLAN
FULL SIZE: 1" = 50'
HALF SIZE: 1" = 100'
50' 0 25' 50' 100•
( FEET )
rp0 REO s
I10lvAl .ENG
.- 9
0
512'-8"
14+93
-i —
101'-8"
z
z
Q
� a
Z 0
O ou
CL 0
z
J
Q �
� � C
F-
L U
o
o a
a go
CL
LJ w
2 =
U v
Q U
U 3
z
z
LJ UJ
Z x
N
! A
01� 80
m J
L O O N
U U U V N
m6 c - I
c m CaOi
U
a nYo
0 W -
Vha
Drawn TSC
11x17 NTS
22x34 NTS
ate Cre--02-09-15
'roj. No. 14.050
No. of Sheets
Drawing No.
EXHIBIT C