HomeMy WebLinkAboutDrainage Reports - 10/27/2022City of Fort Collins Approved Plans
Approved by:
Date:
Dan Mogen
10/27/2022
2400 Kechter Road Drainage Memo Keefe Civil Project No.: 2022-025
Page 2 of 3 October 14, 2022
Historic Adjusted Developed Adjusted
Site Area Historic Site Area Developed
Hardsca e or Hard Surface s Area s s Area s
Concrete 3,080 3,080 1,850 1,850
Rooftop (90%) 4,975 4,478 7,360 6,624
Gravel Driveway (40%) 18,330 7,332 16,450 6,580
Total Impervious Area 26,385 14,890 25,660 15,054
Adjusted Site Imperviousness 165
Historic Drainage Basins
Historically, site stormwater in historic basin A has drained with gentle slopes from the north to the
south into a ditch north of Kechter Road,which flows to the east (design point 1). Basin B flows
from south to north with gentle slopes and is collected in an existing irrigation channel, which
bisects the property and flows east(design point 2). Basin C stormwater flows west to east via
overland flows onto the adjacent property owner to the east. Basin D stormwater flows south to
north via overland flows into the future Sage Creek Road right-of-way. (Appendix D)
Proposed Drainage Basins
With the proposed gra�el driveway construction, developed basin A will be a smaller area draining
towards the existing ditch north of Kechter Road, which flows to the east(design point 1). Basin B
will capture a larger area and flow into the proposed drainage swale and infiltrate into the site's
landscape area(design point 2). In the rare event the drainage channel fills up and overflows, the
stormwater will be directed east via overland flows and will not negatively impact any structures.
Basin C stormwater will runoff from west to east via overland flows onto the adjacent property
owner to the east. No improvements are proposed within developed basin D;therefore, stormwater
flows will not be altered from historic conditions. (Appendix D)
Stormwater Calculations
The composite runoff coefficient and drainage basin runoff calculations for the historic and
developed site are included in the enclosed tables (Appendix E). Using the Fort Collins Stormwater
Criteria Manual (2018),the proposed stormwater runoff is estimated to decrease towards the
existing Kechter Road ditch and private property to the east. There is estimated to be an increase in
stormwater runoff in developed basin B; however,this stormwater will no longer discharge into the
e�sting irrigation channel and will either permeate into the ground onsite or will runoff via sheet
flow to the east. Basin D will not be impacted with site improvements.
2-year 10-year 100-year
Basin A Historic Runoff 0.14 cfs 0.24 cfs 0.64 cfs
Basin A Developed Runoff 0.08 cfs 0.14 cfs 0.38 cfs
Basin B Historic Runoff 0.35 cfs 0.60 cfs 1.61 cfs
Basin B Develo ed Runoff 0.62 cfs 1.05 cfs 2.84 cfs
Basin C Historic Runoff 0.58 cfs 0.99 cfs 2.69 cfs
Basin C Developed Runoff 0.55 cfs 0.93 cfs 2.53 cfs
Basin D Historic & Developed Runoff 0.33 cfs 0.57 cfs 1.52 cfs
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2400 Kechter Road Drainage Memo Keefe Civil Project No.: 2022-025
Page 3 of 3 October 14, 2022
Based on the enclosed design, it is my professional opinion the additional runoff generated by
these site improvements will not cause adverse impacts to downstream private properties.
I hereby attest that this letter for the final drainage design for the 2400 Kechter Road project was
prepared by me or under my direct supervision, in accordance with the provisions of the Fort
Collins Stormwater Criteria Manual. I understand that the City of Fort Collins does not and will
not assume liability for drainage facilities designed by others.
Thank you for the opportunity to submit this drainage memo. Please do not hesitate to reach out
to me if you have any questions or comments regarding the above items.
Best regards,
��p,DO LICFiIr
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Megan L. Keefe, PE/Manager o��ss/pNALEN�\��
Keefe Civil,Inc.
Enclosures
Cc: Brett Barrow, Creative Angle Builders
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Hydrologic Soil Group—Larimer County Area,Colorado 2400 Kechter Road
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
35 Fort Collins loam, 0 to 3 C 1.8 66.9%
percent slopes
36 Fort Collins loam,3 to 5 C 0.0 0.6%
percent slopes
74 Nunn clay loam, 1 to 3 C 0.9 32.5%
percent slopes
Totals for Area of Interest 2.7 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential)when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surFace, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
u� Natural Resources Web Soil Survey 10/12/2022
� Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group—Larimer County Area,Colorado 2400 Kechter Road
Rating Options
Aggregation Method: Dominant Condition
Aggregation is the process by which a set of component attribute values is
reduced to a single value that represents the map unit as a whole.
A map unit is typically composed of one or more"components". A component is
either some type of soil or some nonsoil entity, e.g., rock outcrop. For the
attribute being aggregated, the first step of the aggregation process is to derive
one attribute value for each of a map unit's components. From this set of
component attributes, the next step of the aggregation process derives a single
value that represents the map unit as a whole. Once a single value for each map
unit is derived, a thematic map for soil map units can be rendered. Aggregation
must be done because, on any soil map, map units are delineated but
components are not.
For each of a map unit's components, a corresponding percent composition is
recorded. A percent composition of 60 indicates that the corresponding
component typically makes up approximately 60% of the map unit. Percent
composition is a critical factor in some, but not all, aggregation methods.
The aggregation method "Dominant Condition" first groups like attribute values
for the components in a map unit. For each group, percent composition is set to
the sum of the percent composition of all components participating in that group.
These groups now represent"conditions" rather than components. The attribute
value associated with the group with the highest cumulative percent composition
is returned. If more than one group shares the highest cumulative percent
composition, the corresponding "tie-break" rule determines which value should
be returned. The"tie-break" rule indicates whether the lower or higher group
value should be returned in the case of a percent composition tie. The result
returned by this aggregation method represents the dominant condition
throughout the map unit only when no tie has occurred.
Component Percent Cutoff.� None Specified
Components whose percent composition is below the cutoff value will not be
considered. If no cutoff value is specified, all components in the database will be
considered. The data for some contrasting soils of minor extent may not be in the
database, and therefore are not considered.
Tie-break Rule: Higher
The tie-break rule indicates which value should be selected from a set of multiple
candidate values, or which value should be selected in the event of a percent
composition tie.
u� Natural Resources Web Soil Survey 10/12/2022
� Conservation Service National Cooperative Soil Survey Page 4 of 4
National Flood Hazard Layer FI RMette :�: FEMA Legend
SOS°2'18��W 40°30�48��N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
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� '�''� p,� p ��M'` `� � digital flood maps if it is not void as described below.
T6r+1 F��",��1 5" p� �i�; � The basemap shown complies with FEMA's basemap
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� � '* , +t`,� was exported on 3/22/2021 at 4:11 PM and does not
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� (� � '�' � ���-���-��- '� � � '+' , FIRM panel number,and FIRM effective date.Map images for
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Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020
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. NTERSECiON MONUMENTS AND SECTUN CORNERS�SiURBED�UR NG^ONSiRUCiON MUST BE REFEREJCE�AND REPLN � I Y � TI 1 --- �F✓S�.
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RESPONSBLTv OF ME CONiRACTOR TO VERFv THE EXSiENCE OF ALL JNCERGROJJD IiLPES J iHE fREf OF iHE NORK PEFORE fO��MENC NG NEw I� /
Ci�ERGROU�D UPLTESNTRnCTOR SHALL BE RESPON56�E FOR�OCniNG uL�N�ERGRO�ND IIIILTES AN�SHALL 6E RESPO�SBLE FOR nLL urvKNOwN I � __ �Al__—�-� � yp,,�C I - /_----- � --
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\ aE I KEGHTER ROAD ROW � LL
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PFn POVDRE FRE � — — - �
P�REA POVDRE VALLET RURnL ELECiRC n550Cn�N , I I ———� �`�' � � -
ROW RGni OF WAY .-3t-�". � -—— � � '.f- . __ EET
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KECHTER ROAD