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State of Florida
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Registration No.
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State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
NIEVERA WILLIAMS
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MARIO F. NIEVERA
State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
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MARIO F. NIEVERA
State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
NIEVERA WILLIAMS
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State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
NIEVERA WILLIAMS
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State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
NIEVERA WILLIAMS
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Registration No.
6666856
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223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
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State of Florida
Landscape Architect
Registration No.
6666856
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223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
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MARIO F. NIEVERA
State of Florida
Landscape Architect
Registration No.
6666856
223 Sunset Avenue
Suite 150
Palm Beach, Florida 33480
P: 561-659-2820
F: 561-659-2113
NIEVERAWILLIAMS.COM
NIEVERA WILLIAMS
DESIGN
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Woody Creek Engineering
PO Box 575
Woody Creek, CO 81656
(970) 429-8297
February 10, 2021
Bill Guth
WNG Group
Bill@wnggroup.com
RE: 423 N 2nd – HPC Letter
Bill:
We understand that the redevelopment of 423 N 2nd will consist of lifting the historical structure,
adding a lower level basement, replacing the historical structure and adding an addition. The
project will trigger a Major Grading and Drainage Design. The owner requested that Woody
Creek Engineering, LLC (“WCE”) prepare a conceptual level grading and drainage plan to
identify locations for stormwater elements, water service and sanitary sewer service.
Site Plan
Site Access
The property is bounded by public right-of-ways (“ROW”), on the north, south and east boundary
lines. The property is bounded on the west by another private lot. Due to the location of the
property, the site will be accessed from the alley south of the property. The Grading and
Drainage Plan (C300, attached) depicts a driveway connecting the alley with the garage.
Pedestrian access has not been depicted to the north and east ROWs, but will be provided.
Stormwater BMP Discussion
Currently, there exists historical structure on the property. Stormwater treatment will be provided
by a drywell. Due to the size of the sloping roof structures, grass buffers were inadequate to
provide water quality. Tree credits can be claimed, but are inadequate. Only water quality
capture volume will be provided as it is not required to provide detention in the Aspen Mountain
basin as long as overflows can be discharged to the ROW. A drywell overflow will be provided
with an inlet that will surcharge. The site is located outside of the 100-year floodplain. There are
no drainage easements on site.
Pre-development runoff rates were not calculated for this project at this stage of the design
because detention is not required. Post-development 100-year flowrates have been calculated
assuming a time of concentration of 5 minutes for each basin using the Rational Method (see
Table 1).
1/11/20182/10/2021
RE: 423 N 2nd – HPC Letter
February 10, 2021
Page 2
Table 1. Basin Information, WQCV and Runoff Rates
Public Improvements
There is existing curb and gutter along the 2nd St ROW that does not require replacement at this
time. However, during construction, the curb and gutter will likely be damaged and the
Engineering Department will likely require replacement. No sidewalk is required as the property
is located in a sidewalk deferred zone.
Sincerely,
Josh Rice, P.E.
Woody Creek Engineering, LLC
Attachment
BASIN NO.TOTAL BASIN
AREA (SF)
IMPERVIOUS
AREA (SF)
TOTAL BASIN
AREA
(ACRES)
IMPERVIOUS
AREA
(ACRES)
%
IMPERVIOUS
RUNOFF
COEF. 5YR
RUNOFF
COEF. 100YR
FLOW PATH
LENGTH (FT)
FLOW PATH
SLOPE
(FT/FT)
Tc (min)Intensity (5yr)
(in/hr)
Intensity
(100yr) (in/hr)
PEAK FLOW
5YR (CFS)
PEAK FLOW
100YR (CFS)
PR:1.0 276.7 276.7 0.006 0.006 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.019 0.038
PR:1.1 646.3 646.3 0.015 0.015 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.044 0.090
PR:1.2 399.8 - 0.009 0.000 0%0.08 0.35 1.00 0.4500 5.00 3.291 6.325 0.002 0.020
PR:1.3 2,068.2 555.0 0.047 0.013 27%0.25 0.47 1.00 0.4500 5.00 3.291 6.325 0.039 0.141
PR:1.4 85.0 85.0 0.002 0.002 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.006 0.012
PR:1.5 2,712.1 1,207.0 0.062 0.028 45%0.32 0.51 1.00 0.4500 5.00 3.291 6.325 0.066 0.200
PR:1.6 1,298.4 - 0.030 0.000 0%0.08 0.35 1.00 0.4500 5.00 3.291 6.325 0.007 0.066
PR:2.0 671.6 671.6 0.015 0.015 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.045 0.093
PR:2.0A 60.2 60.2 0.001 0.001 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.004 0.008
PR:2.1 157.9 157.9 0.004 0.004 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.011 0.022
PR:2.2 266.7 266.7 0.006 0.006 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.018 0.037
PR:2.3 133.5 133.5 0.003 0.003 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.009 0.019
PR:3.0 354.9 354.9 0.008 0.008 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.024 0.049
PR:3.1 497.2 497.2 0.011 0.011 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.034 0.069
PR:3.2 207.4 207.4 0.005 0.005 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.014 0.029
PR:3.3 500.3 500.3 0.011 0.011 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.034 0.069
PR:3.4 421.4 421.4 0.010 0.010 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.029 0.058
PR:3.5 344.4 344.4 0.008 0.008 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.023 0.048
PR:3.6 704.8 704.8 0.016 0.016 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.048 0.098
PR:3.7 193.2 193.2 0.004 0.004 100%0.90 0.96 1.00 0.4500 5.00 3.291 6.325 0.013 0.027
Total 12,000.0 7,283.5 0.275 0.167 61%0.5 1.2
Attachment A
Conceptual Grading and Drainage Plan and Details – C300
7885.
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0
+
7885.
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7885
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7885
7884
TD:78
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78
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788
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78
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788
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7885
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WQCV:195 CF REQ.
308 CF PROVIDED
PIPE A
PIPE A
PIPE B
PIPE C
E
ELEC.
METER
FIRE
HYDRANT
LIGHT
POLE
C.O.A. GPS
MONUMENT #8
ELEC.
TRANS.
CATV PED
(TYP.)
TELE.
PED (TYP.)
ELEC.
TRANS.
CATV
PEDESTAL
WATER
LINE TYP.
UNDERGROUND
GAS TYP.
UNDERGROUND
CABLE TYP.
CATV
PEDESTAL
SEWER MANHOLE
RIM=7885.95'
II-W=7879.03'
IO-E=7878.97'
ABANDON AND REMOVE EXISTING WATER SERVICE
REPLACE WATER SERVICE WITH 2" TYPE K COPPER
SERVICE PER CITY OF ASPEN WATER DEPARTMENT
STANDARDS A MINIMUM OF 18" FROM EXISTING TAP
ABANDON AND REMOVE
EXISTING SEWER SERVICE
REPLACE SEWER SERVICE
PER ASPEN SANITATION DISTRICT
DOWNSPOUT 1
DOWNSPOUT 2
DOWNSPOUT 3DOWNSPOUT 4
14.00 FT
12.50 FT
INTERNAL DRAIN 1
INTERNAL DRAIN 2
INTERNAL DRAIN 3
INTERNAL DRAIN 4
INLET 3/OVERFLOW
RIM:7884.20
INV IN:7882.25 6" PVC
INV OUT:7882.24 6" PVC
6' DIAM DRYWELL
SOD COVERED LID
RIM:7884.96
INV IN:7881.51 6" PVC
INV IN:7881.51 6" PVC
ID 3 CONNECTION
RIM:7885.63
INV OUT:7883.46 6" PVC
INLET 7
RIM:7885.75
INV IN:7882.37 6" PVC
INV OUT:7882.37 6" PVC
INLET 6
RIM:7885.05
INV IN:7882.13 6" PVC
INV IN:7882.13 6" PVC
INV OUT:7882.13 6" PVC
INLET 1
RIM:7884.22
INV OUT:7883.21 6" PVC
INLET 2
RIM:7884.74
INV IN:7882.92 6" PVC
INV OUT:7882.92 6" PVC
INLET 4
RIM:7884.93
INV IN:7881.86 6" PVC
INV OUT:7881.86 6" PVC
INLET 5
RIM:7885.00
INV IN:7883.24 6" PVC
INV OUT:7883.24 6" PVC
INLET 8
RIM:7885.85
INV OUT:7884.92 6" PVC
GARA
G
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FF:78
8
6
+7886
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2
5
FF:78
8
5
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5
0
+7885
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1
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+7884
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6
0
7885.
1
7
+
7885.
0
0
+
7885.
7
5
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788
5
7
8
8
6
7886
7885
7884
TD:78
8
5
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9
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7885.
1
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7885.
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7884.
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FF:78
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5
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FF:78
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5
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FF:78
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+7885
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2/10/2021 DATE OF PUBLICATION
02/10/21 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
SM
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1
1
SPOT ELEVATION XXXX.XX
CONC. = CONCRETE
HP = HIGH POINT
TD = TRENCH DRAIN
TOW=TOP OF WALL
BW=BOTTOM OF WALL
UTILITY SERVICE
E=ELECTRIC
UG=UNDERGROUND GAS
SS=SANITARY SEWER
W=WATER
Tel=PHONE LINE
Cable=CABLE LINE
PROPERTY LINE
BUILDING
GAS METER
BACKFLOW PREVENTER
AND YARD HYDRANT
ELECTRIC METER
G
W
E
CONCRETE
WALL
DOWNSPOUT (DS)
INLET
TRENCH DRAIN (TD)
GUTTER (GU)
PIPE
FOUNDATION DRAIN
GRADING AND
DRAINAGE
C300
NOTES:
1.ALL HARDSCAPE SHALL BE
DIRECTLY CONNECTED TO
THE PIPE NETWORKS
SHOWN AND SHALL
DISCHARGE TO THE
DRYWELL TO PROVIDE
WATER QUALITY CAPTURE
VOLUME. DETENTION AND
RETENTION NOT PROVIDED
AS THIS SITE IS LOCATED IN
THE ASPEN MOUNTAIN
BASIN.
2.ALL EXISTING UTILITIES
SHALL BE RELOCATED.
3.WATER SERVICE SHALL BE
ABANDONED AND
UPGRADED.
4.IT IS ASSUMED THAT ANY
ELECTRICAL LOAD
REQUIREMENT SHALL BE
PROVIDED BY THE ONSITE
TRANSFORMER.
0 5 10 20 40
Scale: 1" = 10'
N
2.00 FT
1.00 FT
6.00
2.00 FT
4.00 FT
0.67 FT
4.00 FT
0.52 FT 0.52 FT
2.00 FT
6IN STEEL PERFORATED
PIPE COVERED IN MIRADI
FABRIC SOCK
24IN STANDARD
MANHOLE CAST IRON
RING AND SOLID COVER
8IN THICK PRECAST CONCRETE
LID SECTION WITH RUST
RESISTANT ACCESS HATCH
WITH LIFTING HANDLES
1IN DIAMETER
PERC. HOLES
0.25 FT
RIM:7884.71
IE:7881.51
12.67 FT
24" 1-1/2 IN.
CLEAN STONE
NATIVE AND TOP SOIL
2.00 FT
2.00 FT
DRYWELL DETAIL
ACTIVE DEPTH
=6.80'
WQCV:7879.02
GRADE:7884.96
SUMP:7884.04
SOD COVERED LID
2/10/2021 DATE OF PUBLICATION
02/10/21 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
SM
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1
Silt Fence (SF)SC-1
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SF-3
Concrete Washout Area (CWA)
SC-1 Silt Fence (SF)
SF-4 Urban Drainage and Flood Control District November 2010
MM-1 Concrete Washout Area (CWA)
Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-3
Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-5
SM-4 Vehicle Tracking Control (VTC)
VTC-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
SM-4 Vehicle Tracking Control (VTC)
VTC-6 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
DETAILS 1
C500
7885.
0
0
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7885.
7
5
+
7885
7
8
8
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7885
7884
TD:78
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7884.
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+7885
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6
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-2
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%
78
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7
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788
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78
8
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788
5
7885
78
8
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7
8
8
4
788
5
WQCV:195 CF REQ.
308 CF PROVIDED
PIPE A
PIPE A
PIPE B
PIPE C
E
ELEC.
METER
FIRE
HYDRANT
LIGHT
POLE
C.O.A. GPS
MONUMENT #8
ELEC.
TRANS.
CATV PED
(TYP.)
TELE.
PED (TYP.)
ELEC.
TRANS.
CATV
PEDESTAL
WATER
LINE TYP.
UNDERGROUND
GAS TYP.
UNDERGROUND
CABLE TYP.
CATV
PEDESTAL
SEWER MANHOLE
RIM=7885.95'
II-W=7879.03'
IO-E=7878.97'
ABANDON AND REMOVE EXISTING WATER SERVICE
REPLACE WATER SERVICE WITH 2" TYPE K COPPER
SERVICE PER CITY OF ASPEN WATER DEPARTMENT
STANDARDS A MINIMUM OF 18" FROM EXISTING TAP
ABANDON AND REMOVE
EXISTING SEWER SERVICE
REPLACE SEWER SERVICE
PER ASPEN SANITATION DISTRICT
DOWNSPOUT 1
DOWNSPOUT 2
DOWNSPOUT 3DOWNSPOUT 4
14.00 FT
12.50 FT
INTERNAL DRAIN 1
INTERNAL DRAIN 2
INTERNAL DRAIN 3
INTERNAL DRAIN 4
INLET 3/OVERFLOW
RIM:7884.20
INV IN:7882.25 6" PVC
INV OUT:7882.24 6" PVC
6' DIAM DRYWELL
SOD COVERED LID
RIM:7884.96
INV IN:7881.51 6" PVC
INV IN:7881.51 6" PVC
ID 3 CONNECTION
RIM:7885.63
INV OUT:7883.46 6" PVC
INLET 7
RIM:7885.75
INV IN:7882.37 6" PVC
INV OUT:7882.37 6" PVC
INLET 6
RIM:7885.05
INV IN:7882.13 6" PVC
INV IN:7882.13 6" PVC
INV OUT:7882.13 6" PVC
INLET 1
RIM:7884.22
INV OUT:7883.21 6" PVC
INLET 2
RIM:7884.74
INV IN:7882.92 6" PVC
INV OUT:7882.92 6" PVC
INLET 4
RIM:7884.93
INV IN:7881.86 6" PVC
INV OUT:7881.86 6" PVC
INLET 5
RIM:7885.00
INV IN:7883.24 6" PVC
INV OUT:7883.24 6" PVC
INLET 8
RIM:7885.85
INV OUT:7884.92 6" PVC
GARA
G
E
FF:78
8
6
+7886
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2
5
FF:78
8
5
.
5
0
+7885
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1
7
+7884
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6
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7885.
1
7
+
7885.
0
0
+
7885.
7
5
+
788
5
7
8
8
6
7886
7885
7884
TD:78
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7885.
1
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7885.
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7884.
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FF:78
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FF:78
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+7885
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2/10/2021 DATE OF PUBLICATION
02/10/21 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
SM
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1
1
SPOT ELEVATION XXXX.XX
CONC. = CONCRETE
HP = HIGH POINT
TD = TRENCH DRAIN
TOW=TOP OF WALL
BW=BOTTOM OF WALL
UTILITY SERVICE
E=ELECTRIC
UG=UNDERGROUND GAS
SS=SANITARY SEWER
W=WATER
Tel=PHONE LINE
Cable=CABLE LINE
PROPERTY LINE
BUILDING
GAS METER
BACKFLOW PREVENTER
AND YARD HYDRANT
ELECTRIC METER
G
W
E
CONCRETE
WALL
DOWNSPOUT (DS)
INLET
TRENCH DRAIN (TD)
GUTTER (GU)
PIPE
FOUNDATION DRAIN
GRADING AND
DRAINAGE
C300
NOTES:
1.ALL HARDSCAPE SHALL BE
DIRECTLY CONNECTED TO
THE PIPE NETWORKS
SHOWN AND SHALL
DISCHARGE TO THE
DRYWELL TO PROVIDE
WATER QUALITY CAPTURE
VOLUME. DETENTION AND
RETENTION NOT PROVIDED
AS THIS SITE IS LOCATED IN
THE ASPEN MOUNTAIN
BASIN.
2.ALL EXISTING UTILITIES
SHALL BE RELOCATED.
3.WATER SERVICE SHALL BE
ABANDONED AND
UPGRADED.
4.IT IS ASSUMED THAT ANY
ELECTRICAL LOAD
REQUIREMENT SHALL BE
PROVIDED BY THE ONSITE
TRANSFORMER.
0 5 10 20 40
Scale: 1" = 10'
N
2.00 FT
1.00 FT
6.00
2.00 FT
4.00 FT
0.67 FT
4.00 FT
0.52 FT 0.52 FT
2.00 FT
6IN STEEL PERFORATED
PIPE COVERED IN MIRADI
FABRIC SOCK
24IN STANDARD
MANHOLE CAST IRON
RING AND SOLID COVER
8IN THICK PRECAST CONCRETE
LID SECTION WITH RUST
RESISTANT ACCESS HATCH
WITH LIFTING HANDLES
1IN DIAMETER
PERC. HOLES
0.25 FT
RIM:7884.71
IE:7881.51
12.67 FT
24" 1-1/2 IN.
CLEAN STONE
NATIVE AND TOP SOIL
2.00 FT
2.00 FT
DRYWELL DETAIL
ACTIVE DEPTH
=6.80'
WQCV:7879.02
GRADE:7884.96
SUMP:7884.04
SOD COVERED LID
2/10/2021 DATE OF PUBLICATION
02/10/21 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
SM
U
G
G
L
E
R
42
3
N
O
R
T
H
2
N
D
S
T
AS
P
E
N
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C
O
8
1
6
1
1
Silt Fence (SF)SC-1
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SF-3
Concrete Washout Area (CWA)
SC-1 Silt Fence (SF)
SF-4 Urban Drainage and Flood Control District November 2010
MM-1 Concrete Washout Area (CWA)
Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-3
Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-5
SM-4 Vehicle Tracking Control (VTC)
VTC-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
SM-4 Vehicle Tracking Control (VTC)
VTC-6 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
DETAILS 1
C500