HomeMy WebLinkAboutReports - Drainage - 10/03/2019Preliminary Drainage Report
For
Stodgy Brewing Co., LLC
1802 and 1804 Laporte Avenue, Fort Collins, Colorado
AGPROfessionals
3050 67th Avenue, Suite 200
Greeley, CO 80634
(970) 535-9318
10/3/2019
Stodgy Brewing Company, LLC
ii
Table of Contents
Certifications ..................................................................................................................... 3
Introduction......................................................................................................................... 4
1. Location ................................................................................................................... 4
2. Description of Property............................................................................................ 4
Drainage Basin and Sub-Basins.......................................................................................... 5
1. Major Basin Description.......................................................................................... 5
2. Sub-Basin Description ............................................................................................. 5
Drainage Design Criteria .................................................................................................... 7
1. Development Criteria............................................................................................... 7
2. Four Step Process..................................................................................................... 7
3. Hydrological Criteria ............................................................................................... 8
4. Hydraulic Criteria .................................................................................................... 9
Drainage Facility Design .................................................................................................... 9
1. General Concept....................................................................................................... 9
2. Specific Details ........................................................................................................ 9
Erosion Control................................................................................................................. 10
1. Compliance with Erosion Control Criteria ............................................................ 10
Conclusions....................................................................................................................... 10
2. Compliance with Fort Collins Stormwater Criteria Manual.................................. 10
3. Drainage Concept................................................................................................... 10
List of References ............................................................................................................. 11
Appendices
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Certifications
I hereby attest that this report for the preliminary drainage design for Stodgy Brewing
Co., LLC was prepared by me or under my direct supervision, in accordance with the
provisions of the Fort Collins Stormwater Criteria Manual and Urban Drainage and Flood
Control District Urban Storm Drainage Criteria Manual. I understand that the City of Fort
Collins does not and will not assume liability for drainage facilities designed by others.
Chad TeVelde, P.E. Valene Lickley, EIT
AGPROfessionals AGPROfessionals
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Introduction
1. Location
The proposed site is in part of the Southeast ¼ of the Northwest ¼ Section 10, Township
7 North, Range 69 West, of the 6th P.M., Larimer County, CO. This site is located on the
north side of Laporte Avenue in Fort Collins, Colorado and directly across from Frey
Avenue. Frey Subdivision and City Park North Subdivision are located directly south of
the proposed development. Larimer County Canal Number 2 borders the east side of the
proposed development. Salud Health Center borders the north and west side of the
proposed site. A vicinity map is shown in Appendix A.
2. Description of Property
The applicant is proposing the development of 1802 and 1804 Laporte Avenue into a
small brewery which will include the brewery, taproom, patio seating, on-site customer
parking, food truck parking, landscaping, and employee parking. The total property
acreage is 1.19. The proposed site is currently zoned Limited Commercial (C-L).
The existing site consists of a single-family residence located at 1804 Laporte Avenue,
one multi-use building, with occupancy of F-2, B and A-2 at 1802 Laporte Avenue, and a
commercial building, occupancy B at 1800 Laporte Avenue (which is located on the 1802
Laporte Ave Parcel). The single-family residence currently located at 1804 Laporte Ave.
is going to be torn down and used for customer parking. The other buildings will be kept
and renovated. The multi-use building will be renovated and used for the brewery and
taproom. The commercial building will remain on-site for brewery office use. The two
buildings will be connected. The existing asphalt at the customer parking will remain
and trimmed to match the proposed site plan.
Currently there are no stormwater features on-site.
There is one main soil type: Nunn clay loam with 1 to 3 percent slope (see USDA-NRCS
Custom Soil Resource Report in Appendix A).
Larimer No. 2 irrigation canal borders the property on the east.
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Drainage Basin and Sub-Basins
1. Major Basin Description
The proposed site is in the West Vine Basin Master Drainage Plan. The proposed site is
currently not located within a proposed improvement or flood control and water quality
area. West Vine Basin Plan with the project site labeled is shown in Appendix A.
The site has slopes ranging from approximately zero to five percent predominately
towards the south. The majority of the stormwater appears to flow south. Due to the
dense vegetation, runoff is dissipated either by interception from the large trees and/or a
velocity reduction in the sheet flow. A topographic map was downloaded from the United
States Geological Survey (USGS) website and is shown in Appendix A. The owners are
not aware of any previous drainage issues and there was no visible sign of any previous
drainage issues on site.
A Federal Emergency Management Administration (FEMA) map of the project area is
included in Appendix A. The property is located on panel 08123C1575E and is not
currently located within a 100-year floodplain.
No off-site flows are anticipated. Off-site flows from the east are intercepted by the
Larimer No. 2 irrigation canal. Off-site flows from the south are intercepted and diverted
by Laporte Avenue. Topography to the north is flat and off-site flows from the north
appear to flow east to northeast toward the Larimer No. 2 irrigation canal. Off-site flows
from the west flow south and bypass the site.
2. Sub-Basin Description
There are five sub-basin areas, Sub-basin A, Sub-basin B, Sub-basin C, Sub-basin D and
Sub-basin E, that were considered for the drainage report. Sub-basin A, is the proposed
customer parking, Sub-basin B is the proposed fire lane, handicap parking and trash
enclosure, Sub-basin C is the front deck area, employee parking and front
lawn/landscaping, Sub-basin D is the majority of the existing buildings and the northeast
corner of the parcel that is densely vegetated, Sub-basin E is the sidewalk, parkway, and
entrances. See the Drainage Plan for the Sub-basin delineation.
The customer parking area will include TrueGRID permeable pavers. The TrueGRID
pavers are specified as 100% permeable on the surface and will include an underdrain for
treatment. For overall pervious calculations, the TrueGRID was assumed to be 40%
impervious. The permeable pavers will replace the existing residence, pavement and
gravel located at the 1804 Laporte Ave address.
The Existing Features area includes the proposed brewery, taproom, commercial
buildings, surrounding landscaping, employee parking, and patio seating. No additional
development is being proposed in this area and therefore, the percent imperviousness will
not change for this area.
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The small area in the northeast corner of the parcel appears to ultimately flow to the
canal. No development is proposed in this area and it consists only of vegetation. The
vegetation includes large trees (cottonwoods and elms) and lilac bushes.
Sub-basin E sheet flows towards south to the curb and gutter on Laporte Ave.
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Drainage Design Criteria
1. Development Criteria
The proposed site runoff was evaluated using the criteria set forth in the Fort Collins
Stormwater Criteria Manual (FCSCM) and Urban Drainage and Flood Control District
(UDFCD) Criteria Manual Volumes 1, 2, and 3.
2. Four Step Process
The Four Step Process recommended by UDFCD and City of Fort Collins was utilized to
reduce runoff volumes and minimize impacts on receiving waters from smaller, more
frequently occurring events.
Step 1. Employ Runoff Reduction Practices
To reduce runoff peaks, volumes, and pollutant loads, Stodgy Brewing is proposing to
implement the following:
TrueGRID Pro Plus Pavers (TrueGRID Pavers) are proposed in the customer
parking area. The TrueGRID Pro Plus Pavers are 100% permeable and will be
gravel filled. The TrueGRID Paver System will filter stormwater through the
subbase. An underdrain will be installed and direct flows to the curb and gutter of
Laporte Avenue. Specifications are in Appendix B.
No additional permeable areas are being proposed. The existing site (excluding
the proposed parking area that will use the TrueGRID Plus Pavers) will remain
the same which includes vegetated patio space and landscaping. The patio space
and landscaping areas reduce run-off and promote infiltration. The historical
drainage pattern will be maintained.
Step 2. Implement BMPs That Provide a WQCV with Slow Release
The TrueGRID pavers will include an 8” subgrade with a 4” underdrain for treatment.
The 8” subgrade was designed to hold the major storm event that falls on the parking lot.
The water can be temporarily detained prior to draining either through the underdrain or
through infiltration. The subgrade acts as a filter for the precipitation falling directly on
the surface of the parking lot.
The trash enclosure, concrete apron and small area of proposed asphalt south of the
concrete apron will be routed through the TrueGRID pavers system.
The site has existing and established vegetation around the site. The proposed
development does not disturb any of the established vegetation on the eastern border,
maintains the landscaped areas in front of the proposed brewery, and provides landscaped
areas in the proposed customer parking area.
Step 3. Stabilize Stream
Larimer No. 2 Irrigation Canal borders the proposed site. Minimal run-off historically
flows that direction. Vegetation bordering the canal includes large trees (cottonwoods and
elms) and lilac bushes. This established vegetation will continue to promote stabilized
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banks on the canal and will be maintained and kept throughout the development process.
This area is within the Natural Habitat Buffer Zone.
Step 4. Implement Site Specific and Other Source Control BMPs
Site specific and other source control BMPs that will be implemented are:
Trash enclosure is placed adjacent to the parking lot and is fully enclosed. It is
not directly next to storm drains or surface water.
Patio space is going to be maintained with the existing landscaping and will filter
run-off from the paved area and roofs.
3. Hydrological Criteria
From FCSCM Chapter 5, Hydrology Standards, Table 3.4-1. the IDF (Intensity Duration
Frequency) Table was used to determine the 2 Year, 10 Year and 100 Year Peak Flow
Rate. The Table is in Appendix A.
Percentage of imperviousness was calculated for the existing site conditions and the
proposed site using the recommended values from Table 4.1-3. Surface Type – Percent
Impervious (FCSCM Chapter 5 Hydrology Standards). The overall percentage of
imperviousness for the existing site is approximately 50 percent and for the proposed site
is approximately 50 percent (see Percentage of Imperviousness Calculation in Appendix
A).
The project size and sub-basins are less than 5 acres, therefore the runoff calculations
were computed using the Rational Method. Table 1 summarizes the existing conditions
and proposed development flowrates for the sub-basins. Calculations are in Appendix A.
The total site runoff was calculated by adding the run-off of the sub-basins. Since the
majority of the sub-basins are independent of each other and time of concentrations are
close, the sum of the run-off of each basin was used.
Table 1: Peak Runoff Flowrates
Peak Runoff
%
Imperviousnes
s
2 Year Peak
Flowrate (cfs)
10 Year Peak
Flowrate (cfs) 100 Year Peak
Flowrate (cfs)
Existing Conditions -Total 50%
Proposed-Total 50%
DB-A 30% 0.18
0.31 0.86
DB-B 72% 0.35
0.60 1.54
DB-C 15% 0.18
0.31 0.84
DB-D 47% 0.51
0.88 2.24
DB-E 60 % 0.28
0.48 1.22
Total Site Runoff 1.50 2.58 6.70
cfs = cubic feet per second
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4. Hydraulic Criteria
The proposed site is not increasing the imperviousness. The proposed development is
removing asphalt, gravel, and an existing building, and installing TrueGRID permeable
pavers. Since the percentage of imperviousness is not increasing by 1000 square feet or
more, a detention pond is not proposed as stated in Chapter 1: Drainage Principles &
Policies, 2.3.2 Detention Basin of the Fort Collins Stormwater Criteria Manual
(FCSCM). Best Management Practices (BMPs) are proposed which include TrueGRID
Permeable Pavers system.
TrueGRID Pavers are proposed for the customer parking lot. The TrueGRID ProPlus
Pavers are designed for commercial parking lots. The TrueGRID pavers are specified as
100% permeable on the surface and will include an underdrain for treatment. For overall
pervious calculations, the TrueGRID was assumed to be 40% impervious. The
Manufacturer’s Product Specification Sheet is in Appendix B. 8” of subgrade is
proposed under the TrueGRID Pavers to detain the major storm volume falling on the
proposed parking lot prior to infiltrating into the native soils or draining through the
underdrain. The underdrain is proposed on the east edge of the TrueGRID pavers. The
underdrain will drain south toward the southern property boundary. There will be an
inspection port at the end of the underdrain. The underdrain will be directed to a 4” PVC
pipe and flow east under the main entrance. It will flow to a drainage swale for a short
distance and then be directed to a sidewalk chase to the proposed curb and gutter on
Laporte Avenue.
Drainage Facility Design
1. General Concept
The proposed brewery and site development do not increase the percentage of
imperviousness. The proposed customer parking area is TrueGRID Permeable Pavers.
The TrueGRID Pavers System treats stormwater falling on the customer parking area, the
trash enclosure area and small amount of proposed asphalt.
The site does not alter historic flows. A general drainage plan, drainage and erosion
control plan, and drainage and erosion control details are shown in Appendix C.
2. Specific Details
Installation and maintenance shall be in accordance with the manufacture’s technical
specifications in Appendix B.
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Erosion Control
1. Compliance with Erosion Control Criteria
A comprehensive Erosion and Sediment Control Plan will be submitted with the Final
Plan (FP). The Erosion and Sediment Control Plan will be consistent with the Fort
Collins and State of Colorado’s Stormwater Criteria Manual. Preliminary erosion control
plans and details can be seen in Appendix C.
Conclusions
1. Compliance with Fort Collins Stormwater Criteria Manual
The drainage design of Stodgy Brewing Company on Laporte Avenue is consistent with
the Fort Collins Stormwater Criteria Manual, the West Vine Basin Plan, and all state and
federal regulations governing stormwater discharge. The proposed site does not have a
mapped 100-year Floodplain.
2. Drainage Concept
Historical flow patterns and run-off amounts should be maintained in such a manner that
should reasonably preserve the natural character of the area and prevent property damage
of the type generally attributed to run-off rate and velocity increases, diversions,
concentration and/or unplanned ponding of storm run-off for the 100-year storm event.
The drainage design included in this report should be effective in controlling damage
from the design storm runoff by detaining the 100-year, 1-hour storm event for the
proposed customer parking area and releasing it through infiltration. The remainder of the
site has not increased the percentage of imperviousness, and historical flow patterns to
the Larimer No. 2 Irrigation Canal will be maintained.
The Low Impact Development (LID) Requirements are met through the TrueGRID Paver
System. 80% of the stormwater created by the proposed development is treated. See
Appendix D with the LID Exhibit and Table 2 below. The customer parking area within
the proposed utility easement was removed from the treated area (net treated area).
Sub-basin E, development proposed in the right of way, sheet flow north to south and
away from the project site. The improvements and modification to Laporte Avenue are
designed to direct stormwater east through the curb and gutter. It is not feasible to treat
the stormwater generated from this area. This area is labeled as the R.O.W. Development
on the LID Exhibit.
Table 2: LID Treatment Summary Table
Areas Total Sq. Ft.
Total Developed Treated Area 6,251
Total Developed Untreated Area 856
Total On-Site Development 7,107
Developed Area in Utility Easement 937
Net Treated Area 5,695
% On-Site Treatment 80%
R.O.W. Development 11,002
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List of References
City of Fort Collins. “West Vine Basin.” Selected Plan-Water Quality & Habitat
Improvements. Icon Engineering, Inc. Web. 8 August 2019.
<https://www.fcgov.com/utilities/img/site_specific/uploads/West_Vine.pdf?1343238085
>.
City of Fort Collins. “Fort Collins Stormwater Criteria Manual.” December 2018. Web.
31 July, 2019. < https://www.fcgov.com/utilities//img/site_specific/uploads/fcscm-cover-
page-contents-and-preface.pdf?1549566343>.
Federal Emergency Management Agency. "FEMA Flood Map Service Center." FEMA
Flood Map Service Center. FEMA, 2 May 2012. Web. 31 July, 2019.
<https://msc.fema.gov/portal>.
Larimer County IT, Enterprise GIS. “Land Information.” Search by Map. Larimer
County. Web. 12 August 2019.
<https://maps1.larimer.org/gvh/?Viewer=LIL&run=Theme&theme=Land%20Informatio
n&run=Parcel&parcel=>
United States Department of Agriculture - Natural Resources Conservation Service.
"Web Soil Survey." Web Soil Survey. USDA - NRCS, 2006. Web. 31 July, 2019
<http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx>.
United States Geological Survey. “Maps.” Overview - Maps, United States Geological
Survey. USGS, 2016. Web. 12 August 2019. <www.usgs.gov/products/maps/topo-
maps>.
Urban Drainage and Flood Control District. Peak Runoff Prediction by the Rational
Method. Computer software. Software. Vers. 2.00. <http://udfcd.org/software>.
Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual
Volume 1." USDCM: Volume 1 Management, Hydrology and Hydraulics. UDFCD, Aug.
2018. Web. 12 August 2019. <http://udfcd.org/volume-one>.
Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual
Volumes 2." USDCM: Volume 2 Structures, Storage and Recreation. UDFCD,
September 2017. Web. 12 August 2019. <http://udfcd.org/volume-two>.
Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual
Volumes 3." USDCM: Volume 3 Stormwater Quality. UDFCD, April 2018. Web. 29
Nov. 2018. <http://udfcd.org/volume-three>.
Stodgy Brewing Company, LLC
Appendices
A. Hydrologic Computations
a. Vicinity Map
b. USDA-NRCS Soil Report
c. West Vine Basin Plan
d. USGS Topographic Map
e. FEMA FIRMette Map
f. FCSCM IDF Table
g. Percentage of Imperviousness
h. UD Rational Runoff Calculations
B. Hydraulic Computations
a. TrueGRID Permeable Paver Product Specification Sheet
C. 24 x 36 Maps
a. General Drainage Plan
b. Drainage and Erosion Control Plan
c. Drainage and Erosion Control Details
D. LID Treatment Exhibit
Stodgy Brewing Company, LLC
APPENDIX A
Hydrologic Computations
Vincity Map
This map was created by Larimer County GIS using data from multiple sources for
informal purposes only. This map may not reflect recent updates prior to the date of
printing. Larimer County makes no warranty or guarantee concerning the
Date Prepared: 8/12/2019 9:54:20 AM completeness, accuracy, or reliability of the content represented.
0.1 0.1 Miles
12,000
0
Legend
1:
Notes
Scale
Tax Parcels
PLSS Township and Range
PLSS Sections
PLSS Quarter Sections
Railroads
Major Road System
Road System
Lakes and Ponds
Major Rivers and Streams
Rivers and Streams
County Boundary
Rocky Mountain National Park
Incorporated Areas
City or Town
County
State
Federal
Other
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Larimer County
Area, Colorado
Stodgy Brewing Co
Natural
Resources
Conservation
Service
July 31, 2019
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface.................................................................................................................... 2
How Soil Surveys Are Made..................................................................................5
Soil Map.................................................................................................................. 8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................ 11
Map Unit Descriptions.........................................................................................11
Larimer County Area, Colorado...................................................................... 13
35—Fort Collins loam, 0 to 3 percent slopes.............................................. 13
74—Nunn clay loam, 1 to 3 percent slopes.................................................14
References............................................................................................................16
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8
9
Custom Soil Resource Report
Soil Map
4493160 4493170 4493180 4493190 4493200 4493210 4493220 4493230 4493240 4493250
4493160 4493170 4493180 4493190 4493200 4493210 4493220 4493230 4493240 4493250
490720 490730 490740 490750 490760 490770 490780 490790 490800 490810 490820 490830 490840 490850 490860
490720 490730 490740 490750 490760 490770 490780 490790 490800 490810 490820 490830 490840 490850 490860
40° 35' 23'' N
105° 6' 34'' W
40° 35' 23'' N
105° 6' 28'' W
40° 35' 21'' N
105° 6' 34'' W
40° 35' 21'' N
105° 6' 28'' W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 30 60 120 180
Feet
0 5 10 20 30
Meters
Map Scale: 1:648 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
35 Fort Collins loam, 0 to 3 percent
slopes
0.6 30.7%
74 Nunn clay loam, 1 to 3 percent
slopes
1.5 69.3%
Totals for Area of Interest 2.1 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
Custom Soil Resource Report
11
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
12
Larimer County Area, Colorado
35—Fort Collins loam, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 2tlnc
Elevation: 4,020 to 6,730 feet
Mean annual precipitation: 14 to 16 inches
Mean annual air temperature: 46 to 48 degrees F
Frost-free period: 143 to 154 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Fort collins and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Fort Collins
Setting
Landform: Interfluves
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Pleistocene or older alluvium derived from igneous, metamorphic
and sedimentary rock and/or eolian deposits
Typical profile
Ap - 0 to 4 inches: loam
Bt1 - 4 to 9 inches: clay loam
Bt2 - 9 to 16 inches: clay loam
Bk1 - 16 to 29 inches: loam
Bk2 - 29 to 80 inches: loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 12 percent
Salinity, maximum in profile: Nonsaline (0.1 to 1.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile: 0.5
Available water storage in profile: High (about 9.1 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 4c
Hydrologic Soil Group: C
Ecological site: Loamy Plains (R067BY002CO)
Hydric soil rating: No
Custom Soil Resource Report
13
Minor Components
Nunn
Percent of map unit: 10 percent
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: Loamy Plains (R067BY002CO)
Hydric soil rating: No
Vona
Percent of map unit: 5 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope, footslope
Landform position (three-dimensional): Side slope, base slope
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: Sandy Plains (R067BY024CO)
Hydric soil rating: No
74—Nunn clay loam, 1 to 3 percent slopes
Map Unit Setting
National map unit symbol: 2tlpl
Elevation: 3,900 to 5,840 feet
Mean annual precipitation: 13 to 17 inches
Mean annual air temperature: 50 to 54 degrees F
Frost-free period: 135 to 160 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Nunn and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Nunn
Setting
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Pleistocene aged alluvium and/or eolian deposits
Typical profile
Ap - 0 to 9 inches: clay loam
Bt - 9 to 13 inches: clay loam
Btk - 13 to 25 inches: clay loam
Bk1 - 25 to 38 inches: clay loam
Custom Soil Resource Report
14
Bk2 - 38 to 80 inches: clay loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 7 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.1 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 0.5
Available water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Ecological site: Clayey Plains (R067BY042CO)
Hydric soil rating: No
Minor Components
Heldt
Percent of map unit: 10 percent
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: Clayey Plains (R067BY042CO)
Hydric soil rating: No
Satanta
Percent of map unit: 5 percent
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: Loamy Plains (R067BY002CO)
Hydric soil rating: No
Custom Soil Resource Report
15
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
16
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
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!(
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HORSETOOTH RESERVOIR COLLEGE LAKE
OVERLAND TRL
LAPORTE AVE
W MULBERRY ST
W ELIZABETH ST
TAFT HILL RD
SHIELDS ST
VINE DR
Southern Flow Path
Central Flow Path
Northern Flow Path
Hollywood •Pond Retrofit Existing - Irish Pond to accommodate
Water Quality Volume
Westland •Pond New Pond for Water Quality Volume
Granada •Pond New Pond Heights for Water Quality Volume
West •Pond New Vine Pond Regional for Water Quality Volume
Proposed andRestoration Habitat Stream Improvements along
Soldier Canyon Creek
B
D
C
A
Selected Plan - Water West Quality Vine Basin & Habitat Improvements . 1 inch = 0.125 miles
0 1,320 2,640 Feet
West Vine Basin
Proposed BMP Basin Type
Flood Control Only
Water Quality Only
Flood Control and Water Quality
Proposed Improvements
Proposed Water Quality Selected Improvements Plan
Proposed Improvements Habitat
Natural Area
X Proposed Stream Restoration and Habitat Improvements
Proposed
Proposed
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USGS The National Map: Orthoimagery. Data refreshed April, 2019.
National Flood Hazard Layer FIRMette
0 250 500 1,000 1,500 2,000 Feet
Ü
105°6'49.94"W
40°35'35.43"N
105°6'12.48"W
40°35'8.11"N
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
HAZARD SPECIAL FLOOD AREAS
Without Zone A, V, Base A99 Flood Elevation (BFE)
With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway
0.of 2% 1% Annual annual Chance chance Flood flood with Hazard, average Areas
depth areasdrainage of less less than than one one foot square or with mile
Zone X
Future ChanceAnnual Conditions Flood Hazard 1%
Zone X
Area Levee.to with See Reduced Notes. Flood Risk due
Zone X
Area with Flood Risk due to LeveeZone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This digital map flood complies maps if with it is FEMA's not void standards as described for the below. use of
The accuracy basemap standards shown complies with FEMA's basemap
The authoritative flood hazard NFHL information web services is derived provided directly by FEMA. from This the map
was reflectnot exported changes on or 7/amendments 31/2019 at 3:subsequent 39:59 PM to and this does date and
time. becomeor The superseded NFHL and effective by new data information over time. may change
This elementsmap map image do not is appear: void if basemap the one or imagery, more of flood the following zone labels,
legend, FIRM panel scale number, bar, map and creation FIRM effective date, community date. Map identifiers,images for
unmapped regulatoryfor purposes. and unmodernized areas cannot be used
Legend
OTHER FLOOD AREAS HAZARD OF
OTHER AREAS
STRGUECNTUERREASL
FEATURES OTHER
MAP PANELS
8
1:6,000
B 20.2
The point pin selected displayed by the on the user map and is does an approximate not represent
an authoritative property location.
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LAPORTE AVE
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LAPORTE AVE
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: September 30, 2019
DATE: September 30, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
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I
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APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
EXISTING VS PROPOSED IMPERVIOUS
AREA
IA-1
--/--/--
--/--/--
Project Number: Date:
3050 67th Avenue, Suite 200 Designed By: Sheet: of
Greeley, CO 80634 Checked By:
Telephone (970) 535-9318 Subject:
www.agpros.com
= User Entry
Solving for the Percent Impervious (I):
Description per UDFCD Table 6-3
Square Feet
Total Impervious Acres
Total Development Acres
Development %I Actual Design
Composite Runoff Coefficient
2-year Composite Runoff Coefficient (Cf=1.00)
10-year Composite Runoff Coefficient (Cf=1.00)
100-year Composite Runoff Coefficient (Cf=1.25)
(area/wetted perimeter)
Time of Concentration (Tc=Ti+Tt)
Overland Flow Time of Concentration (minutes)
Channelized Flow Time of Concentration (minutes)
Maximum Tc Allowed (L/180 +10)
Total Time of Concentration*
*If Tc is less than 5 minutes, Tc is equal to 5 minutes
Intensity (in/hr) Table 3.4-1
Flow Rate (cfs)
Q=ciA
0.86
2.30 8.80
0.43
10-year
8.55
8.54
0.00
10.40
8.55
3.93
0.00
1.9
72
10.40
7.16
Channelized Velocity (ft/sec) 0.00
Length of channel (feet) 0
10.40
8.55
0.15
Hydraulic Radius (feet) 0
Longitudinal Slope (feet/feet) 0
100-year
7.16
7.16
0
0
0
3395
0.43
0.00
7,841 0.18
30%
7,841 0.05
Project Number: Date:
3050 67th Avenue, Suite 200 Designed By: Sheet: of
Greeley, CO 80634 Checked By:
Telephone (970) 535-9318 Subject:
www.agpros.com
= User Entry
Solving for the Percent Impervious (I):
Description per UDFCD Table 6-3
Square Feet
Total Impervious Acres
Total Development Acres
Development %I Actual Design
Composite Runoff Coefficient
2-year Composite Runoff Coefficient (Cf=1.00)
10-year Composite Runoff Coefficient (Cf=1.00)
100-year Composite Runoff Coefficient (Cf=1.25)
(area/wetted perimeter)
Time of Concentration (Tc=Ti+Tt)
Overland Flow Time of Concentration (minutes)
Channelized Flow Time of Concentration (minutes)
Maximum Tc Allowed (L/180 +10)
Total Time of Concentration*
*If Tc is less than 5 minutes, Tc is equal to 5 minutes
Intensity (in/hr) Table 3.4-1
Flow Rate (cfs)
Q=ciA
1.54
2.85 9.95
0.77
10-year
5.01
5.01
0.00
10.74
5.01
4.87
0.00
2.8
134
10.74
5.00
Channelized Velocity (ft/sec) 0.00
Length of channel (feet) 0
10.74
5.01
0.15
Hydraulic Radius (feet) 0
Longitudinal Slope (feet/feet) 0
100-year
2.04
2.04
0
0
0
5394
0.77
0.00
6,970 0.16
72%
6,970 0.12
Project Number: Date:
3050 67th Avenue, Suite 200 Designed By: Sheet: of
Greeley, CO 80634 Checked By:
Telephone (970) 535-9318 Subject:
www.agpros.com
= User Entry
Solving for the Percent Impervious (I):
Description per UDFCD Table 6-3
Square Feet
Total Impervious Acres
Total Development Acres
Development %I Actual Design
Composite Runoff Coefficient
2-year Composite Runoff Coefficient (Cf=1.00)
10-year Composite Runoff Coefficient (Cf=1.00)
100-year Composite Runoff Coefficient (Cf=1.25)
(area/wetted perimeter)
Time of Concentration (Tc=Ti+Tt)
Overland Flow Time of Concentration (minutes)
Channelized Flow Time of Concentration (minutes)
Maximum Tc Allowed (L/180 +10)
Total Time of Concentration*
*If Tc is less than 5 minutes, Tc is equal to 5 minutes
Intensity (in/hr) Table 3.4-1
Flow Rate (cfs)
Q=ciA
0.84
2.52 9.31
0.34
10-year
6.99
6.98
0.00
10.53
6.99
4.31
0.00
7.7
95
10.53
6.19
Channelized Velocity (ft/sec) 0.00
Length of channel (feet) 0
10.53
6.99
0.15
Hydraulic Radius (feet) 0
Longitudinal Slope (feet/feet) 0
100-year
6.19
6.19
0
0
0
3143
0.34
0.00
9,148 0.21
15%
9,148 0.03
Project Number: Date:
3050 67th Avenue, Suite 200 Designed By: Sheet: of
Greeley, CO 80634 Checked By:
Telephone (970) 535-9318 Subject:
www.agpros.com
= User Entry
Solving for the Percent Impervious (I):
Description per UDFCD Table 6-3
Square Feet
Total Impervious Acres
Total Development Acres
Development %I Actual Design
Composite Runoff Coefficient
2-year Composite Runoff Coefficient (Cf=1.00)
10-year Composite Runoff Coefficient (Cf=1.00)
100-year Composite Runoff Coefficient (Cf=1.25)
(area/wetted perimeter)
Time of Concentration (Tc=Ti+Tt)
Overland Flow Time of Concentration (minutes)
Channelized Flow Time of Concentration (minutes)
Maximum Tc Allowed (L/180 +10)
Total Time of Concentration*
*If Tc is less than 5 minutes, Tc is equal to 5 minutes
Intensity (in/hr) Table 3.4-1
Flow Rate (cfs)
Q=ciA
2.24
2.85 9.95
0.60
10-year
4.98
4.97
0.00
10.46
5.00
4.87
0.00
5
83
10.46
5.00
Channelized Velocity (ft/sec) 0.00
Length of channel (feet) 0
10.46
5.00
0.15
Hydraulic Radius (feet) 0
Longitudinal Slope (feet/feet) 0
100-year
3.48
3.48
0
0
0
7852
0.60
0.00
13,068 0.30
47%
13,068 0.14
P rojectN umber: Date:
3050 67thAvenue,S uite200 DesignedBy: S heet: of
Greeley,CO 80634 CheckedBy:
T elephone(970)535-9318 S ubject:
w w w .agpros.com
= U serEntry
S olvingfortheP ercentImpervious(I):
DescriptionperU DFCDTable6-3
S quareFeet
T otalImperviousAcres
T otalDevelopmentAcres
Development%I ActualDesign
CompositeR unoffCoefficient
2-yearCompositeR unoffCoefficient(Cf=1.00)
10-yearCompositeR unoffCoefficient(Cf=1.00)
100-yearCompositeR unoffCoefficient(Cf=1.25)
(area/w ettedperimeter)
T imeofConcentration(T c=T i+T t)
O verlandFlow T imeofConcentration(minutes)
ChannelizedFlow T imeofConcentration(minutes)
M aximum T cAllowed(L /180 +10)
T otalT imeofConcentration*
*IfT cislessthan5minutes,T cisequalto5minutes
Intensity(in/hr)T able3.4-1
Flow R ate(cfs)
Q =ciA
0.28 0.48
N one
2.90
2.90
2-year
O verlandSlope(percent)
O verlandLength(ft)
ChannelizedR oughness
Coefficient(manning'sn)
0.00
3,848
Acres
0.09
0%
0%
0%
0%
0%
Asphalt,Concrete
L aw ns,ClayeySoil,AvgSlope2-7%
N one
N one
N one
N one
N one
N one
N one
N one
N one
Gravel/P avers
Ditch
N one
2769-02 10/1/19 3:04 P M
AGP R O fessionals
Stodgy Brewing Company, LLC
APPENDIX B
Hydraulic Computations
1-855-355-GRID (4743)
Page 1 TRUEGRID Pavers: 2500 Summer St., # 3225, Houston, TX 77007
TRUEGRID® PRO Plus
Manufacturer’s Product Specification Sheet
Dimensions: 24” x 24” x 1.8” (4 sq/ft)
Pre-Assembled: 16 sq/ft per layer (4’ x 4’ sheet) (4 grids per layer)
Cell Width: 3-3/16”
Weight: 5.22 lbs
Permeability: 100% w/clean, uniform stone
Product Porosity: 90% open
Compressive strength: Over 8000 psi filled
Material: Recycled High Density Polyethylene (100% post-consumer)
Color: Black with UV Stabilizer
Temperature Range: Dimensionally Stable for -58F to 194F
Moisture Absorption: .01%
Environmental Compatibility:
Nontoxic, harmless to plants, animals, and microorganisms. Inert
material, groundwater neutral
Installation Speed: 1000 sq/ft per man hour
Other features of TRUEGRID
Highly resistant to oils, gasoline, acids, salt, ammonia, and alcohol
May be saw cut
Patented design yields ultimate hoop strength
Circular elements provide multi-directional crush and shear strength
Flexible links allow expansion and contraction depending on environmental conditions
Built in X-Anchors allows weight of filler to hold grid down without any extra staking
Interlocking connectors
1-855-355-GRID (4743)
Page 2 TRUEGRID Pavers: 2500 Summer St., # 3225, Houston, TX 77007
Ground Preparation: Depends upon site condition and local conditions.
Suggested Sub-base: 3/4” – 1” diameter clean/washed, angular gravel.
Depth of this layer should be a minimum of 6”- 8”. Deeper for heavier loads.
For additional drainage, increase depth of sub-base.
Class 2 road base (crushed concrete) is also a typical sub-base material.
Gravel/sandy soil mix (60/40) is also common for grass fill applications.
Level sub-base before laying TrueGrid.
Installation: Layout and snap together pre-assembled sheets. (4 pcs per layer = 16 sq/ft)
If body weight does not level the grids, use plate vibrator or heavy cylinder to level.
Backfill: Any angular or round medium may be used. Fill cells with filler of choice.
5/8” or 3/4” diameter typical.
TRUEGRID may be cut on site
Pre-cutting is not required
Angle grinder, circular saw, compass saw, or
handsaw are all options for cutting TRUEGRID.
Delivery:
Pallet content: 800 sq/ft = 50 layers per pallet = 200 pcs
Pallet dimensions: 48” x 48” x 95”
Approximate pallet weight: 1,050 lbs
Truckload: 24 pallets or 19,200 sq/ft
For more info on TRUEGRID
Please visit our website:
www.truegridpaver.com
Stodgy Brewing Company, LLC
APPENDIX C
24 x 36 Maps
VINE DR
LAPORTE AVE
MULBERRY ST
SHIELDS ST
TAFT HILL RD
PROJECT
LOCATION
LAPORTE AVE
PROJECT LOCATION
CITY LIMITS
1.0%
1.8%
1.2%
2.5%
2.6%
1.2%
0.9%
4.2%
1.1%
5.2%
0.1%
1.7%
0.8%
1.0%
1.1%
1.1%
1.0%
2.5%
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: October 3, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
5055
5053
5054
5056
5055
5055
5055
5054
5051
5052
5053
5054
5050
5051
5052
5053
5055
5055
5055
5051
5052
5053
5054
5056
5056
X
X
X
X
EXISTING
DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
LAPORTE AVE (ARTERIAL)
FREY ST
EXISTING BRIDGE
EXISTING
CONCRETE
EXISTING DECK
EXISTING PAVEMENT
ACCESS ESMT
RAMP
R20'
R20'
PROPOSED FENCE
(MATCH EXISTING)
PROPOSED LIGHT POLE (TYP)
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
5055
5053
5054
5056
5055
5055
5055
5054
5051
5052
5053
5054
5050
5051
5052
5053
5055
5055
5055
5051
5052
5053
5054
5056
5056
X
X
X
X
EXISTING
DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
LAPORTE AVE (ARTERIAL)
FREY ST
EXISTING BRIDGE
EXISTING
CONCRETE
EXISTING DECK
EXISTING PAVEMENT
ACCESS ESMT
RAMP
R20'
R20'
PROPOSED FENCE
(MATCH EXISTING)
PROPOSED LIGHT POLE (TYP)
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
ASPHALT
PAVEMENT
8" MIN 1.8"
GEOFABRIC
TRUEGRID PERMEABLE PAVING SYSTEM:
FILL MATERIAL 1.8" DEPTH ANY AGGREGATE
3/4" DIA OR 5/8" DIA / CLEAN WASHED
SUBBASE: 3/4" OR 1"
CLEAN, WASHED
ANGULAR STONE FOR
DETENTION
CONSIDERATIONS
4" DIA PERFORATED PIPE
(WHERE SHOWN ON PLANS)
8" MIN 1.8"
TRUEGRID PERMEABLE
PAVING SYSTEM:
6"
6"
1'
8" MIN 1.8"
GEOFABRIC
TRUEGRID PERMEABLE
PAVING SYSTEM:
8" MIN 1.8"
GRASS BARRIER LANDSCAPE
EDGING (OR APPROVED
EQUIVALENT) 10" DEPTH
TRUEGRID PERMEABLE
PAVING SYSTEM:
SUBGRADE
SUBGRADE SUBGRADE SUBGRADE
1
GR-2
TRUE GRID DETAILS
NTS
TYPICAL SECTION
EDGE TREATMENT - CONCRETE EDGE TREATMENT - LANDSCAPE EDGE TREATMENT - ASPHALT
CONCRETE
CURB
LANDSCAPE
GEOFABRIC GEOFABRIC
TRUEGRID
SUBBASE
COMPACTED SUBGRADE
WHEEL STOP
2'
#4 REBAR (TYP)
WHEEL STOP
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
Stodgy Brewing Company, LLC
APPENDIX D
LID Treatment Exhibit
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LAPORTE AVE
LID TREATMENT SUMMARY TABLE
AREAS TOTAL SQFT
TOTAL DEVELOPED TREATED
AREA
6,251
TOTAL DEVELOPED UNTREATED
AREA
856
TOTAL ON-SITE DEVELOPMENT 7,107
DEVELOPED AREA IN UTILITY
EASEMENT
937
NET TREATED AREA (MINUS
UTILITY EASEMENT) 5,695
% ON-SITE TREATMENT (NET
TREATED AREA/TOTAL ON-SITE
DEVELOPMENT)
80%
R.O.W. DEVELOPMENT 11,002
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: October 3, 2019
DATE: October 3, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
LID TREATMENT EXHIBIT
LID
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
LID TREATMENT EXHIBIT
FT COLLINS, CO
0 20
SCALE: 1" =20'
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: October 2, 2019
DATE: October 3, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
GRADING DETAILS
GR-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
GRADING DETAILS
FT COLLINS, CO
SHEET 5 OF 10
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
BUILDING (EXISTING)
BUILDING (EXISTING)
CONCRETE PATH
LOW SCREEN WALL
LOW SCREEN WALL
LOW SCREEN WALL
5055
5054
5050
5051
5052
5053
1.4%
3.2%
0.5%
60' R.O.W.
12' ADDITIONAL R.O.W.
15' UTIL ESMT &
BLDG SETBACK
6' WALK
24'
PROPOSED C&G
25'
50'
24'
5.4%
5.0%
2.6%
7.7%
5.4%
25.3%
10.4%
5056
SF
SF
SF
SF
SF
EXISTING VEGETATION
"TRUE GRID" PERMEABLE PAVERS
54 LF 4" PERF PIPE @ -0.8%
50 LF 4" SOLID PIPE @ -0.5%
1' CURB CUT
1' DIA AREA INLET
INV THRU 5052.02
INV 5051.76
INV 5053.25
CONCRETE CURB
RAMP TO MEET ADA REQUIREMENTS
1
GR-2
1
GR-2
PAVER / ASPHALT
EDGE TREATMENT
1
GR-2
33.5%
PROPOSED BUILDING
CONNECTION
50' NATURAL BUFFER ZONE
17 LF 4" RCP @ -4.5%
INV 5052.46
2.2%
4.1%
SIDEWALK CHASE
DRAINAGE SWALE
709
GR-2
TRANSITION TO
EXISTNG GROUND
(MAX 8% GRADE)
STODGY BREWING CO., LLC
GRADING & EROSION CONTROL PLAN
GR-1
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: October 3, 2019
DATE: October 3, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
GRADING & EROSION CONTROL PLAN
FT COLLINS, CO
0 20
SCALE: 1" =20'
SHEET 4 OF 10
PLAN VIEW
4.0%
EXISTING GROUND SURFACE
CONTOUR AND ELEVATION, FT
PROPOSED GROUND SURFACE
CONTOUR AND ELEVATION, FT
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED PAVERS
SILT FENCE
ROCK SOCK
CONCRETE WASHOUT AREA
VEHICLE TRACKING CONTROL
FLOW DIRECTION AND SLOPE
5296
LEGEND
5296
SF
RS
CWA
VTC
VTC
CWA
RS
1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA.
2. TRUEGRID MAINTENANCE NOTES:
· SURFACE SHOULD BE INSPECTED TO IDENTIFY SIGNS OF SLIGHT
CELL INFILL LOSS. A 0.5 INCH SURCHARGE OF AGGREGATE SHALL
BE MAINTAINED AS A SURFACE WEAR COURSE.
· ASPHALT ADJACENT TO THE TRUEGRID PAVERS WILL ROUTINELY
BE INSPECTED FOR LOOSE GRAVEL AND SWEPT AS NEEDED TO
REMOVE LOOSE GRAVEL.
· MONITOR PAVEMENT TO ENSURE TRAFFIC FREQUENCY AND
LOADING DOES NOT EXCEED THE PAVEMENT DESIGN.
· WHEN SNOW REMOVAL IS REQUIRED, KEEP A METAL EDGED
PLOW BLADE FROM COMING IN CONTACT WITH THE SURFACE
DURING PLOWING OPERATIONS. USE A PLOW BLADE A MINIMUM
OF 1 INCH ABOVE THE SURFACE AND WITH A FLEXIBLE RUBBER
EDGE OR WITH SIDES ON THE LOWER OUTSIDE CORNERS SO THE
PLOW BLADE DOES NOT COME IN CONTACT WITH THE PAVERS.
· PONDING, RUTTING OR POOLING SHOULD NOT OCCUR.
HOWEVER, ROUTINE INSPECTIONS SHOULD BE PERFORMED TO
ENSURE THE TRUEGRID PAVERS ARE PERFORMING AS DESIGNED.
3. SEE SHEET GR-2 FOR TYPICAL DETAILS
NOTE
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
BUILDING (EXISTING)
BUILDING (EXISTING)
CONCRETE PATH
LOW SCREEN WALL
LOW SCREEN WALL
LOW SCREEN WALL
5055
5054
5050
5051
5052
5053
1.4%
3.2%
0.5%
60' R.O.W.
12' ADDITIONAL R.O.W.
15' UTIL ESMT &
BLDG SETBACK
6' WALK
24'
PROPOSED C&G
25'
50'
24'
5.4%
5.0%
2.6%
7.7%
5.4%
25.3%
10.4%
5056
EXISTING VEGETATION
"TRUE GRID" PERMEABLE PAVERS
54 LF 4" PERF PIPE @ -0.8%
50 LF 4" SOLID PIPE @ -0.5%
1' CURB CUT
1' DIA AREA INLET
INV THRU 5052.02
INV 5051.76
INV 5053.25
CONCRETE CURB
RAMP TO MEET ADA REQUIREMENTS
1
GR-2
1
GR-2
PAVER / ASPHALT
EDGE TREATMENT
1
GR-2
33.5%
PROPOSED BUILDING
CONNECTION
50' NATURAL BUFFER ZONE
17 LF 4" RCP @ -4.5%
INV 5052.46
2.2%
4.1%
SIDEWALK CHASE
DRAINAGE SWALE
709
GR-2
TRANSITION TO
EXISTNG GROUND
(MAX 8% GRADE)
STODGY BREWING CO., LLC
DRAINAGE PLAN
DR-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: October 3, 2019
DATE: October 3, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
DRAINAGE PLAN
FT COLLINS, CO
0 20
SCALE: 1" =20'
SHEET 8 OF 10
PLAN VIEW
4.0%
EXISTING GROUND SURFACE
CONTOUR AND ELEVATION, FT
PROPOSED GROUND SURFACE
CONTOUR AND ELEVATION, FT
FLOW DIRECTION AND SLOPE
DRAINAGE BASIN
FLOW PATH, LENGTH & SLOPE
5296
LEGEND
5296
1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA.
2. SEE SHEET GR-2 FOR TYPICAL DETAILS.
NOTES
VTC
CWA
RS
AREA INDENTIFIER
AREA (ACRE)
Q2
PEAK FLOW RATE (CFS)
Q100
PEAK FLOW RATE (CFS)
DESIGN POINT
DRAINAGE LEGEND
±AC
A
00.00 00.00
00.00
A
182' @ 0.029 ft/ft
±AC
A
0.19 0.18
0.86
±AC
B
0.16 0.35
1.54
±AC
D
0.30 0.51
2.24
A
B
D
±AC
C
0.21 0.18
0.84
C
±AC
E
0.12 0.28
1.22
1
DR-2
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
DRAINAGE PLAN COVER SHEET
DR-1
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
DRAINAGE PLAN COVER SHEET
FT COLLINS, CO
VICINITY MAP
SCALE: 1" = 1000'
N
SHEET 1 OF 5
BEING A PART OF THE SE 1/4 OF THE NW 1/4
SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., LARIMER COUNTY, COLORADO
N
0 100
SCALE: 1" =100'
OVERALL PLAN
STODGY BREWING CO., LLC
STODGY BREWING CO., LLC
CT V
DB-E(P roposed)
R oofs
% Impervious
90%
T otalS qFt AcresImpervious
R unoff
Coefficient
CoefficientxArea
(S qFt)
0 0.00 0
0.09
0.00
0.00
0.95
0 0.00
0.95
0.25
0.00
0.00
0.00
0.00
0.50
0.00
0.00
3,795
2,635
0
100%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0%
0%
0%
0%
2%
40%
0%
0%
3605
659
0
0
0
0
0
0.66
0.83
0
0
0
0
0.00 0
0.00
0.00
0.00
0.00
0.00
0
0
0
4264
0.66
0.00
6,430 0.15
60%
6,430 0.09
0.00
2
20
10.11
5.00
ChannelizedVelocity(ft/sec) 0.00
L engthofchannel(feet) 0
10.11
5.00
0.15
HydraulicR adius(feet) 0
L ongitudinalS lope(feet/feet) 0
100-year
1.80
1.80
1.22
2.85 9.95
0.66
10-year
2.90
2.90
0.00
10.11
5.00
4.87
0.00
0.00
606
1369
810
0
0
0
0
0.60
0.75
0
0
0
0
0.00 0
0.00
0.00
0.00
0.00
0.00
100%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0%
0%
0%
0%
2%
40%
0%
0%
0.00
0.00
0.00
0.00
0.50
0.00
0.00
638
5,477
1,619
0.11
0.01
0.00
0.01
0.95
0 0.00
0.95
0.25
2769-02 9/30/19 4:28 PM
AGPROfessionals
CTV
DB-D (Proposed)
Roofs
% Impervious
90%
Total SqFt Acres Impervious
Runoff
Coefficient
Coefficient x Area
(SqFt)
5,334 5067
Asphalt, Concrete
Lawns, Clayey Soil, Avg Slope 2-7%
None
None
None
None
None
None
None
None
None
Gravel/Pavers
Ditch
None
0.51 0.88
None
4.98
4.97
2-year
Overland Slope (percent)
Overland Length (ft)
Channelized Roughness
Coefficient (manning's n)
0.00
6,196
Acres
0.14
0%
0%
0%
0%
0%
0.00
43
1721
810
0
0
0
0
0.34
0.43
0
0
0
0
0.00 0
0.00
0.00
0.00
0.00
0.00
100%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0%
0%
0%
0%
2%
40%
0%
0%
0.00
0.00
0.00
0.00
0.50
0.00
0.00
45
6,884
1,619
0.01
0.00
0.00
0.01
0.95
0 0.00
0.95
0.25
2769-02 9/30/19 4:28 PM
AGPROfessionals
CTV
DB-C (Proposed)
Roofs
% Impervious
90%
Total SqFt Acres Impervious
Runoff
Coefficient
Coefficient x Area
(SqFt)
600 570
Asphalt, Concrete
Lawns, Clayey Soil, Avg Slope 2-7%
None
None
None
None
None
None
None
None
None
Gravel/Pavers
Ditch
None
0.18 0.31
None
6.99
6.98
2-year
Overland Slope (percent)
Overland Length (ft)
Channelized Roughness
Coefficient (manning's n)
0.00
1,370
Acres
0.03
0%
0%
0%
0%
0%
0.00
2957
438
0
0
0
0
0
0.77
0.97
0
0
0
0
0.00 0
0.00
0.00
0.00
0.00
0.00
100%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0%
0%
0%
0%
2%
40%
0%
0%
0.00
0.00
0.00
0.00
0.50
0.00
0.00
3,113
1,753
0
0.04
0.07
0.00
0.00
0.95
0.00
0.95
0.25
2769-02 9/30/19 4:26 PM
AGPROfessionals
CTV
DB-B (Proposed)
Roofs
% Impervious
90%
Total SqFt Acres Impervious
Runoff
Coefficient
Coefficient x Area
(SqFt)
2,104 1999
Asphalt, Concrete
Lawns, Clayey Soil, Avg Slope 2-7%
None
None
None
None
None
None
None
None
None
Gravel/Pavers
None
None
0.35 0.60
None
5.01
5.01
2-year
Overland Slope (percent)
Overland Length (ft)
Channelized Roughness
Coefficient (manning's n)
0.00
5,042
Acres
0.12
0%
0%
0%
0%
0%
0.00
0
525
2870
0
0
0
0
0.43
0.54
0
0
0
0
0.00 0
0.00
0.00
0.00
0.00
0.00
100%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0%
0%
0%
0%
2%
40%
0%
0%
0.00
0.00
0.00
0.00
0.50
0.00
0.00
0
2,101
5,740
0.00
0.00
0.00
0.05
0.95
0.00
0.95
0.25
2769-02 9/30/19 4:24 PM
AGPROfessionals
CTV
DB-A (Proposed)
Roofs
% Impervious
90%
Total SqFt Acres Impervious
Runoff
Coefficient
Coefficient x Area
(SqFt)
0 0
Asphalt, Concrete
Lawns, Clayey Soil, Avg Slope 2-7%
None
None
None
None
None
None
None
None
None
Gravel/Pavers
None
None
0.18 0.31
None
8.55
8.54
2-year
Overland Slope (percent)
Overland Length (ft)
Channelized Roughness
Coefficient (manning's n)
0.00
2,338
Acres
0.05
0%
0%
0%
0%
0%
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
EXISTING VS PROPOSED IMPERVIOUS AREA
FT COLLINS, CO
0 20
SCALE: 1" =20'
EXISTING IMPERVIOUS AREA
DESCRIPTION PER
UDFCD TABLE 6-3
% IMPERVIOUS TOTAL SQFT
ACRES
IMPERVIOUS
ROOFS 90% 10, 822 0.22
PAVED STREETS 100% 11, 591 0.27
GREENBELTS, AGRICULTURE,
LANDSCAPE
2% 18,425 0.01
GRAVEL ROAD 40% 8, 479 0.08
SIDEWALK / CONCRETE 100% 690 0.02
DITCH 0% 1, 829 0.00
TOTAL 51, 836 0.59
TOTAL IMPERVIOUS ACRES 25, 781 0.59
TOTAL DEVELOPMENT ACRES 51, 836 1.19
DEVELOPMENT % ACTUAL DESIGN 50%
PROPOSED IMPERVIOUS AREA
DESCRIPTION PER
UDFCD TABLE 6-3
% IMPERVIOUS TOTAL SQFT
ACRES
IMPERVIOUS
ROOFS 90% 8, 258 0.17
PAVED STREETS 100% 12, 831 0.29
GREENBELTS, AGRICULTURE,
LANDSCAPE
2% 18, 509 0.01
GRAVEL ROAD 40% 8, 296 0.08
SIDEWALK / CONCRETE 100% 2, 113 0.05
DITCH 0% 1, 829 0.00
TOTAL 51, 836 0.60
TOTAL IMPERVIOUS ACRES 26, 065 0.60
TOTAL DEVELOPMENT ACRES 51, 836 1.19
DEVELOPMENT % ACTUAL DESIGN 50%
N
0 20
SCALE: 1" =20'
EXISTING IMPERVIOUSNESS
PROPOSED IMPERVIOUSNESS
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I
T
U
T
I
O
N
A
V
E
S
E
N
E
C
A
S
T
CO RD 17
H
I
L
L
D
A
L
E
D
R
N DR
PARK ST
CENTRE AVE
W
P
I
T
K
I
N
S
T
S GRANT AVE
W MYRTLE ST
MCCLELLAND DR
S HOWES ST
E
S
A
T
U
R
N
D
R
J
O
H
N
F
K
E
N
N
E
D
Y
P
K
W
Y
HARVARD ST
MATHEWS ST
RED ST
LOCUST ST
S
K
Y
S
A
I
L
L
N
E LAUREL ST
REDWOOD ST
O
A
K
R
I
D
G
E
D
R
FOXTAIL ST
C
A
P
E
C
O
D
C
I
R
S
T
O
N
E
Y
H
I
L
L
R
D
S
I
L
V
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R
W
O
O
D
D
R
L
A
K
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S
H
O
R
E
D
R
W
E
L
C
H
S
T
K
I
R
K
W
O
O
D
D
R
COMMERCE DR
AUTOMATION WAY
EASTWOOD DR
AIRWAY AVE
T
I
L
D
E
N
S
T
L
I
M
O
N
D
R
B
L
U
E
Y
O
N
D
E
R
W
A
Y
MARSHFIELD LN
H
E
A
R
T
H
S
T
O
N
E
D
R
Z
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E
G
L
E
R
R
D
E PROSPECT RD
PRECISION DR
CHINOOK LN
CANAL DR
C
H
A
R
O
L
A
I
S
D
R
W LAKE ST
I
R
I
S
H
D
R
B
R
O
N
SO
N
S
T
W DRAKE RD
DUNBAR AVE
C
A
S
T
L
E
R
O
C
K
D
R
CO RD 48
REGENCY DR
R
I
C
H
M
O
N
D
D
R
CO RD 17
S
C
E
N
I
C
D
R
M
A
R
I
G
O
L
D
L
N
P
O
W
D
E
R
H
O
R
N
D
R
G
I
L
G
A
L
A
D
W
A
Y
W
A
L
L
E
N
B
E
R
G
D
R
W MOUNTAIN AVE
ELM ST
H
I
N
S
D
A
L
E
D
R
SHEELY DR
LAPORTE AVE
C
O
N
S
T
E
L
L
A
T
I
O
N
D
R
M
A
N
H
A
T
T
A
N
A
V
E
MEADOWLARK AVE
UNIVERSITY AVE
N MELDRUM ST
E
M
O
N
R
O
E
D
R
E MULBERRY ST
STOVER ST
E MYRTLE ST
C
A
M
E
L
O
T
D
R
B
O
L
T
Z
D
R
M
O
R
G
A
N
S
T
MANSFIELD DR
L
O
C
H
W
O
O
D
D
R
S LINK LN
FRONTAGE RD
HILLSIDE DR
W
I
L
L
O
W
S
P
R
I
N
G
S
W
A
Y
R
A
C
Q
U
E
T
T
E
D
R
LAKEVIEW DR
C
A
R
M
I
C
H
A
E
L
S
T
D
E
L
A
N
Y
D
R
T
I
M
B
E
R
C
R
E
E
K
D
R
CHESAPEAKE DR
Z
E
P
H
Y
R
R
D
A
R
C
T
I
C
F
O
X
D
R
IOWA DR
T
I
M
B
E
R
L
I
N
E
R
D
M
E
R
G
A
N
S
E
R
D
R
CO FAIR LN
W
I
L
L
I
A
M
N
E
A
L
P
K
W
Y
E
X
M
O
O
R
L
N
MOUNTAIN VISTA DR
HIDDEN POND DR
SHALLOW POND DR
M
U
S
K
R
A
T
C
R
E
E
K
D
R
E HARMONY RD
W
I
L
D
V
I
E
W
D
R
E
C
O
R
D
3
4
E
W STUART ST
N SUNSET ST
H
A
M
P
S
H
I
R
E
R
D
P
O
N
D
E
R
O
S
A
D
R
GALLUP RD
B
R
I
A
R
W
O
O
D
R
D
S
I
L
V
E
R
G
A
T
E
R
D
YORKTOWN AVE
O
R
C
H
A
R
D
P
L
C
H
I
P
P
E
N
D
A
L
E
D
R
LAREDO LN
HARRIS DR
F
O
S
S
I
L
C
R
E
E
K
D
R
L
A
N
G
D
A
L
E
D
R
M
O
S
S
C
R
E
E
K
D
R
W
A
G
O
N
W
H
E
E
L
D
R
S WASHINGTON AVE
W ST
A
P
P
L
E
D
R
A
R
B
O
R
A
V
E
SYCAMORE ST
S MASON ST
S MASON ST
E SKYWAY DR
E SWALLOW RD
EDWARDS ST
E PLUM ST
CONIFER ST
E
H
A
R
M
O
N
Y
R
D
BUCKINGHAM ST
B
R
A
M
B
L
E
B
U
S
H
S
T
RI
DG
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ST
RD
N
L
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M
A
Y
A
V
E
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W
I
L
M
I
N
G
T
O
N
D
R
E
A
S
T
B
R
O
O
K
D
R
S
T
O
N
E
Y
C
R
E
E
K
D
R
TIMBERLINE RD
CUSTER DR
E CO RD 42
FORECASTLE DR
CO RD 9E
T
I
M
B
E
R
W
O
O
D
D
R
S
U
N
S
T
O
N
E
D
R
CHASE DR
C
H
E
R
L
Y
S
T
S SUMMIT VIEW DR
N CO RD 9
R
O
C
K
Y
S
T
R
E
A
M
D
R
JOHN DEERE DR
MOFFETT DR
HILLCREST DR N IMPALA DR
S TAFT HILL RD
M
A
N
C
H
E
S
T
E
R
D
R
CRESTMORE PL
CRESCENT DR
C
A
S
A
G
R
A
N
D
E
B
L
V
D
W
S
T
U
A
R
T
S
T
WABASH ST
G
U
N
N
I
S
O
N
D
R
R
E
S
E
A
R
C
H
B
L
V
D
W LAUREL ST
C
A
N
Y
O
N
A
V
E
N WHITCOMB ST
R
E
D
W
I
N
G
R
D
RE
MI
N
G
T
O
N
ST
R
E
D
C
E
D
A
R
C
I
R
LANDINGS DR
P
A
R
K
E
R
S
T
PETERSON ST
E OLIVE ST
C
A
J
E
T
A
N
S
T
E
W
I
L
L
O
X
L
N
P
A
R
K
V
I
E
W
D
R
C
H
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Y
E
N
N
E
D
R
COUNTRY CLUB RD
B
U
C
H
A
N
A
N
S
T
E LINCOLN AVE
H
U
M
M
E
L
L
N
E
M
I
G
H
S
T
N
A
T
U
R
E
H
I
K
I
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T
R
L
B
A
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T
L
E
C
R
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E
K
D
R
A
C
A
D
E
M
Y
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T
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S
T
E
T
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D
R
SHARP POINT DR
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A
D
D
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T
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N
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GALILEO DR
SHERRY DR
C
A
M
P
F
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R
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D
R
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W
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L
I
N
G
T
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D
R
PICADILLY DR
S
I
L
V
E
R
O
A
K
S
D
R
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OVERLOOK DR
GLENMOOR DR
ROYAL DR
SC
A
RB
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R
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U
G
H
DR
S
B
R
Y
A
N
A
V
E
W PLUM ST
HEPPLEWHITE CT
CITY PARK AVE
W
E
L
I
Z
A
B
E
T
H
S
T
S
H
E
L
D
O
N
D
R
JACKSON AVE
R
A
I
N
T
R
E
E
D
R
CO RD 17
CO RD 17
H
A
N
N
A
S
T
C
L
A
R
E
N
D
O
N
H
I
L
L
S
D
R
B
E
N
T
H
A
V
E
N
S
T
P
A
R
A
D
I
S
E
L
N
C
O
L
O
N
Y
D
R
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PHEMISTER RD
MASON CT
GARFIELD ST
E MAGNOLIA ST
F
O
S
S
I
L
C
R
E
E
K
P
K
W
Y
B
A
Y
B
E
R
R
Y
C
I
R
W
H
A
L
E
R
S
W
A
Y
N
S
T
A
R
C
O
U
R
S
E
DA
RT
M
O
UT
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RL
G
R
E
E
N
S
T
S LEMAY AVE
LINDENMEIER RD
GREGORY RD
K
I
N
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S
B
U
R
Y
D
R
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W
H
E
A
T
O
N
D
R
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ROLLINGWOOD DR
W
H
I
T
E
W
I
L
L
O
W
D
R
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C
A
R
I
B
O
U
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A
P
I
T
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R
D
P
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N
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C
O
N
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C
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R
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E CO RD 36
R
E
D
M
O
U
N
T
A
I
N
D
R
THOREAU RD
SAGE CREEK RD
OLD MILL RD
STONEHAVEN DR
ANTELOPE RD
R
I
V
E
R
B
E
N
D
D
R
W
A
G
O
N
T
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L
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B
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P
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D
R
MARIAH LN
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S CO RD 7
SW FRONTAGE RD
RI
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ID
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AV
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N COLLEGE AVE
J
E
F
F
E
R
S
O
N
S
T
T
E
R
R
Y
L
A
K
E
R
D
S COLLEGE AVE
S
C
O
L
L
E
G
E
A
V
E
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Portner
Reservoir
Sherwood Reservoir
Sheldon Lake
B-22 Reservoir
Long Reservoir Pond
Number 5
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Colorado State Univ
Grandview Cem
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FORT COLLINS
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Black Junction Hollow
Giddings
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Mountain View
Omega
Buckingham
Andersonville
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30'
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COLORADO
QUADRANGLE LOCATION
FORT COLLINS QUADRANGLE
COLORADO-LARIMER CO.
7.5-MINUTE SERIES
FORT COLLINS, CO
2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
WRoute Interstate Route USRoute State
X / .H
U.S. DEPARTMENT U.S. GEOLOGICAL OF THE SURVEY INTERIOR
1 Laporte
8 Windsor
2 Wellington
3 Cobb Lake
4 Horsetooth Reservoir
5 Timnath
6 Masonville
7 Loveland
ADJOINING QUADRANGLES
1 2 3
4 5
6 7 8
National This Geospatial map was Program produced US Topo to conform Product with Standard, the 2011.
A metadata file associated with this product is draft version 0.6.19
NORTHFEET AMERICAN CONTOUR INTERVAL VERTICAL 10 DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
1 0.0KILOMETERS5 1 2
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery.Roads.2013........................................................... ..U....S. ....Census ..........Bureau, ..NAIP, 2015 July - 2016
Names.Hydrography.2016..............................................National ............Hydrography ..................Dataset, GNIS, 2013
Contours.Boundaries..........................Multiple ...........sources; ..National see Elevation metadata file Dataset, 1972 - 2016 2001
Public Wetlands.Land ......Survey ..FWS System.National ....Wetlands .............Inventory .............1977 ...BLM, - 2011 2014
North World American Geodetic System Datum of of 1983 1984 ((NAD83)WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 13T
Produced by the United States Geological Survey
10 zone)north 000-foot ticks: Colorado Coordinate System of 1983 (
This generalizedbe map is not for a this legal map document. scale. Private Boundaries lands within may government
reservations enteringbefore private may lands. not be shown. Obtain permission
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
DE
13T
^
Ù
MN
GN
UTM DECLINATIONNORTH GRID AND 2016 AT CENTER MAGNETIC OF SHEET
12´ 0° MILS
15232´ 8° MILS
*7643016358869*
NSN. 7 6 4 3 0 1 6 3 5 8 8 6 9
NGA REF NO. U S G S X 2 4 K 1 5 8 7 5
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Larimer County Area, Colorado
Survey Area Data: Version 13, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 11, 2018—Aug
12, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
10