HomeMy WebLinkAbout06/24/2015 Env Bd Packet* City of Lino Lakes
Environmental Board Meeting
June 24, 2015
6:30 p.m.
AGENDA
1. Call to Order
2. Approval of Agenda
3. Approval of Minutes
May 27, 2015
4. Open Mike
5. Action Items
A Proposed Ordinance 06-15
6. Discussion Items
A. Comprehensive Stormwater Management Plan for Northeast Area Discussion
B. Updates
7. Adjourn
CITY OF LINO LAKES
ENIVORMENTAL BOARD MINUTES
DATE : May 27, 2015
TIME STARTED : 6:31 P.M.
TIME ENDED : 7:45 P.M.
MEMBERS PRESENT : Steve Heiskary, Paula Andrzejewski,Nancy
Klebba, John Sullivan,Alex Schwartz
MEMBERS ABSENT : Barbra Bor
STAFF PRESENT : Marty Asleson, Dianne Hankee, K. C. Kye
1. CALL TO ORDER AND ROLL CALL:
Mr. Heiskary called the Lino Lakes Environmental Board meeting to order at 6:31 p.m.
on May 27, 2015.
2. APROVAL OF AGENDA
Mr. Heiskary propose to move the action item—Consider Feasibility Study for Storm-
water Reuse/Matttamy Homes to the end of the meeting.
Mr. Asleson asked to add item C. Recycling Update to the discussion section.
Ms. Klebba made a MOTION to approve the revised agenda. Motion was supported by
Mr. Sullivan.
3. APPROVAL OF MINUTES:
April 29, 2015
Mr. Sullivan made a MOTION to approve the April 29, 2015 Meeting Minutes. Motion
was supported by Ms.Klebba. Motion carried 3 - 0.
4. OPEN MIKE
Mr. Heiskary declared Open Mike at 6:34 p.m.
There was no one present for Open Mike. Close Open Mike at 6:35 p.m.
DRAFT MINUTES
Enivornmental Board
May 27,2015
Page 2
5. ACTION ITEMS
A. Consider Feasibility Study of Stormwater Reuse/Mattamy Homes
Mr. Asleson stated that the term stormwater reuse is used to describe water that is
collected on-site and utilized in a new application. The Mattamy proposed development
called Watermark is still a concept plan but is in the study area.
Ms. Diane Hankee, city engineer from WSB, said the feasibility study will evaluate water
reuse options at the proposed Matttamy development. Water reuse may include irrigation
and infiltration systems within public open spaces. The purpose to water reuse is to
utilize water resources sustainably, to use water as many times as feasible and to satisfy
watershed volume reduction requirements.
Mr. Heiskary noted that this is a good time to do the study and the mentioned area does
have drainage problems.
Ms. Hankee said that Mattamy Homes does have an interest in doing a stormwater reuse
options.
Ms. Andrzej ewski MOTION to recommend the feasibility study. Seconded by Mr.
Schwartz and Mr. Sullivan. Motion carried 5-0
6. DISCUSSION ITEMS
A. Discussion of Integrated Water Management Plans for Local Government
Units
Mr. Asleson discussed the increased awareness both locally and regionally of the surface
water and groundwater resources.
Internally, city staff has been discussing with WSB, city engineer, opportunities for
improving the efficient use of both surface water and groundwater resources. At this
time staff is requesting that the Environmental Board make recommendations for a study
that would address the relationship between growth, and water use. The study would
produce an Integrated Water Management Plan.
Mr. Asleson introduce Ms. Diane Hankee, city engineer from WSB. The city did apply
for the grant which is from the clean water fund from the Environmental and Natural
Resources Trust Fund. The fund is for mainly for research not for implementation of the
plan. The funding is quite competitive. The cities of Hugo and Rosemount are also
included in this request. Funds would be available in 2016 and no local match funding is
required.
Mr. Heiskary stated that we should let council know that the study was well received and
the Environmental Board will look forward to the outcome.
DRAFT MINUTES
Enivornmental Board
May 27,2015
Page 3
A. Foxborough Maintenance Update
Maintenance fees come in every year and this year Critical Connection did come
in and took care of the buckthorn and it is all gone.
B. Recycling Update
Mr. KC Kyle showed a PowerPoint presentation of the recycling efforts in Lino
Lakes in 2014-2015.
• The city is on pace to reach the 2015 goal of(1836 tons)
• Added organic recycling at City offices and buildings
• Added furniture and mattress processing
• Recycling education at Senior assisted living and Lakewood Apts. And
met with school district superintendents and principals
• Successful organic recycling at Corn Roast and Blue Heron Days festival
Mr. Asleson thanked Mr. KC Kyle for his year of intern service. Environmental
Board thanked Mr. KC Kyle for his efforts and future is looking better because of
the projects that have been implemented.
7. ADJOURNMENT
Ms. Andrzejewski made a MOTION to adjourn the meeting at 7:45 p.m. Motion was
supported by Ms. Klebba. Motion carried 6 - 0.
Respectfully submitted,
Mary Fogarty
Office
DRAFT MINUTES
ENVIRONMENTAL BOARD
AGENDA ITEM 5A
STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator
MEETING DATE: June 24, 2015
REQUEST: Proposed Ordinance 06-15
APPLICANT: City of Lino Lakes
BACKGROUND
Under the "Non Point Discharge Elimination System (NPDES), Phase II", all Cities considered
a "Municipal Separate Storm Water Sewer System"(MS4's), must address six minimum
measures in required storm water pollution prevention programs. Cities must develop
ordinances pertaining to the responsibilities outlined in the minimum control measures. A
stormwater ordinance must address:
1. Implementation of proper erosion and sediment controls on sites over 1/2 acre
2. Requiring construction site operators to control erosion and sediment
3. Controls for chemicals, solid wastes and other wastes on construction sites
4. Procedures for site plan review of construction plans that consider potential water quality
impacts
5. Procedures for the receipt and consideration of information submitted by the public
6. Sanctions to ensure compliance
7. Illicit Discharge Detection and Elimination
8. Implementation of post-construction runoff controls to the extent allowable by state or
local law
In response to the MS4 requirements, city staff has drafted an updated stormwater ordinance
revising City Code Section 1011 Relating to the Regulation of Stormwater, Erosion Control and
Sediment Control for your consideration. The ordinance was updated to conform to the new
RCWD rule changes.
RECOMMENDATION
Staff recommends approval of Proposed Ordinance 06-15.
ATTACHMENTS
1. Proposed Ordinance 06-15
1st Rea din : Publication:
2nd Reading: Effective:
CITY OF LINO LAKES
ORDINANCE NO. 06-15
ORDINANCE REVISING CITY CODE SECTION 1011 RELATING TO THE
REGULATION OF STORMWATER,EROSION AND SEDIMENT CONTROL
"The City Council of Lino Lakes ordains".
CHAPTER 1011: STORMWATER,EROSION AND SEDIMENT CONTROL
REGULATIONS
Section
1011.001 Title
1011.002 Purpose
1011.003 Jurisdiction
1011.004 Statutory Authority
1011.005 Findings
1011.006 Definitions
1011.007 Applicability
1011.008 Exemptions
1011.009 Technical Reference
1011.010 Grading, Erosion and Sediment Control Requirements
1011.011 Stormwater Management Requirements
1011.012 Inspections and Maintenance
1011.013 Plan Review Prodecure
1011.014 Financial Securities
1011.015 Enforcement
1011.016 Abrogation and Greater Restrictions
GENERAL PROVISIONS
§ 1011.001 TITLE.
This chapter shall be known as the Lino Lakes Stormwater, Erosion and Sediment Control
Chapter and will be referred to herein as this chapter.
§ 1011.002 PURPOSE.
The general purpose of this chapter is to set forth regulatory requirements for land development
and land disturbing activities aimed at minimizing threats to public health, safety,public and
private property, and natural resources within the City from construction site erosion and post-
construction stormwater runoff. Specific purposes are to establish performance standards that
will:
1) Protect life and property from dangers associated with flooding;
2) Protect public and private property and the natural resources from damage resulting from
runoff and construction site erosion;
3) Ensure land development that minimizes the generation of stormwater runoff volumes and
peak rates and maximizes pervious areas for stormwater treatment;
4) Promote regional stormwater management by subwatershed;
5) Provide a single, consistent set of performance standards that apply to all developments;
6) Protect water quality from nutrients,heavy metals,bacteria,pathogens, debris,thermal
stress, and other urban pollutants;
7) Promote infiltration and groundwater recharge;
8) Protect functional values of all types of natural water bodies(e.g.,rivers, streams,wetlands,
lakes, seasonal ponds); and
9) Sustain or enhance biodiversity(native plant and animal habitat) and support riparian
ecosystems.
§ 1011.003 JURISDICTION.
The provisions of this chapter shall apply to all lands within the incorporated boundaries of
Lino Lakes.
§ 1011.004 STATUTORY AUTHORIZATION.
This chapter is adopted pursuant to the authorization and policies contained in M.S. Chapters
103B, 103F, and 462 and Minn. Rules Chapters 7050, 7090, and 8410. This chapter is intended
to meet the current construction site erosion and sediment control and post-construction
stormwater management regulatory requirements for construction activity and small construction
activity as defined in the standards of the NPDES construction general permit, as amended.
§ 1011.005 FINDINGS.
The city finds that uncontrolled stormwater runoff and construction site erosion from land
development and land disturbing activity can have significant adverse impacts upon local and
regional water resources diminishing the quality of public health, safety,public and private
property, and natural resources of the city. Specifically,uncontrolled construction site erosion
and stormwater runoff can:
1) Threaten public health, safety,property, and general welfare by increasing runoff volumes,
peak flood flows, and overburdening storm sewers, drainage ways, and other storm drainage
systems;
2) Diminish the capacity of lakes and streams to support fish, aquatic life, and recreational and
water supply uses by increasing pollutant loadings of total sediment, suspended solids,nutrients,
heavy metals,bacteria,pathogens, and other urban pollutants;
3) Degrade physical stream habitat by increasing stream bank erosion, increasing stream bed
scour, diminishing groundwater recharge, diminishing stream base flows, and increasing stream
temperatures;
4) Undermine floodplain management efforts by increasing the incidence and levels of
flooding;
5) Alter wetland communities by changing wetland hydrology and increasing pollutant loading;
and
6) Generate airborne particulate concentrations that are health threatening or may cause other
damage to property or the environment.
§ 1011.006 DEFINITIONS.
Unless specifically defined below,words or phrases used in this chapter shall be interpreted so
as to give them the same meaning as they have in common usage and to give this chapter its most
reasonable application. For the purpose of this chapter,the words MUST and SHALL are
mandatory and not permissive. All distances,unless otherwise specified, shall be measured
horizontally. As used in this chapter,the following words and terms shall have the meanings
ascribed to them in this section.
100-YEAR FLOOD ELEVATION. The elevation of water resulting from the Critical Duration
Flood Event.
BEST MANAGEMENT PRACTICES(BMP's). Measures taken to minimize negative effects
on water resources and systems as documented in the Minnesota Construction Site Erosion and
Sediment Control Planning Handbook(MBWSR, 1988),Protecting Water Quality in Urban
Areas (MPCA, 2000) and the Minnesota Stormwater Manual(MPCA, 2014) as amended.
BETTER SITE DESIGN(BSD). An approach to managing runoff that seeks to attain post
development hydrology which mimics the undeveloped condition in terms of volume,rate and
timing of runoff. The goals of BETTER SITE DESIGN include reducing the amount of
impervious cover, increasing the amount of natural lands set aside for conservation,using
pervious areas for more effective stormwater treatment, innovative grading and drainage
techniques and through the review of every aspect of the project site planning process. BETTER
SITE DESIGN involves techniques applied early in the design process to reduce impervious
cover, conserve natural areas and use pervious areas to more effectively treat stormwater runoff
and promote a treatment train approach to runoff management.
BIOFILTRATION. A stormwater quality and quantity BMP that utilizes vegetation and soil to
filter and absorb pollutants including nutrients,hydrocarbons and metals and remove water
volume through evapotranspiration.
BRIDGE. A road,path,railroad or utility crossing over a waterbody,wetland, ditch,ravine,
road,railroad or other obstacle.
BRIDGE SPAN. The clear span between the inside surfaces of a bridge's terminal supports.
CHANNEL. A perceptible natural or artificial depression,with a defined bed and banks that
confine and conduct water flowing either continuously or periodically.
CONSTRUCTIONACTIVITY. Includes construction activity as defined in 40 C.F.R. pt.
122.26(b) (14)(x) and small construction activity as defined in 40 C.F.R.pt. 122.26(b)(15). This
includes a disturbance to the land that results in a change in the topography, existing soil cover
(both vegetative and non-vegetative), or the existing soil topography that may result in
accelerated stormwater runoff,leading to soil erosion and movement of sediment into surface
waters or drainage systems. Examples of CONSTRUCTIONACTIVITY may include clearing,
grading, filling, and excavating. CONSTRUCTIONACTIVITYincludes the disturbance of less
than one acre of total land area that is a part of a larger common plan of development or sale if
the larger common plan will ultimately disturb one acre or more.
CRITICAL DURATION FLOOD EVENT. The 100-year precipitation or snow melt event
with a duration resulting in the maximum 100 year return period water surface elevation. The
CRITICAL DURATION FLOOD EVENT is generally either the 100-year, 24 hour rainfall event
as found in NOAA Atlas 14 or the ten-day snow melt event assumed to be 7.2 inches of runoff
occurring on frozen ground(CN=100);however, other durations (e.g., 6-hour)may result in the
maximum 100 year return period water surface elevation.
DETENTION BASIN. Any natural or man-made depression that stores stormwater runoff
temporarily.
DEVELOPMENT. Any land-disturbing activity resulting in creation or reconstruction of
impervious surface including,but not limited to,municipal road construction. Normal farming
practices part of an ongoing farming operation shall not be considered DEVELOPMENT.
DRAINAGE SYSTEM. A system of open channel,pipe or tile,to drain property,including
laterals, improvements, and improvements of outlets,which may or may not be a public system
under the jurisdiction of a watershed district under Minnesota Statues Chapters 103B, 1031), or
103E.
EMERGENCY OVERFLOW(EOF). A primary overflow to pass flows above the design
capacity around the principal outlet safely downstream without causing flooding.
EROSIONAND SEDIMENT CONTROL PLAN. A plan of BMPs or equivalent measures
designed to control runoff and erosion and to retain or control sediment on land during the period
of land disturbance in accordance with the standards set forth in this chapter.
EROSION PREVENTION. Measures employed to prevent erosion including,but not limited
to, soil stabilization practices, limited grading,mulch,temporary or permanent cover, and
construction phasing.
EXCAVATION. The displacement or removal of soil, sediment or other material.
FILTRATION. A stormwater quality BMP that uses either natural media such as soil or
vegetation or manufactured media to trap pollutants such as nutrients and particles in surface
water.
FINAL STABILIZATION. All soil disturbing activities at the site have been completed and
all soils have to be stabilized by a uniform perennial vegetative cover with a density of 70% over
the entire pervious surface area, or other equivalent means necessary to prevent soil failure under
erosive conditions.
FLOODPLAIN. The areas adjoining a waterbody that are inundated during the 100-year flood.
FLOODWAY. The channel of a watercourse,the bed of water basins and those portions of
adjoining floodplains that must be kept free of encroachment to accommodate the 100-year flood.
FLOOD WAYFRINGE. The area between the floodway and the boundary of the 100-year
flood.
FREEBOARD. Vertical distance between the 100-year flood elevation or emergency overflow
elevation of a water basin or watercourse and the elevation of the regulatory elevation of a
structure.
IMPERVIOUS SURFACE. A compacted surface or a surface covered with material(i.e.,
gravel, asphalt, concrete, Class 5, etc.)that increases the depth of runoff compared to natural soils
and land cover. Including but not limited to roads,driveways,parking areas, sidewalks and trails,
patios,tennis courts,basketball courts, swimming pools,building roofs, covered decks, and other
structures.
INFILTRATION. Water entering the ground through the soil.
LAND-DISTURBING ACTIVITY. Any disturbance to the ground surface that,through the
action of wind or water,may result in soil erosion or the movement of sediment into waters,
wetlands or storm sewers or onto adjacent property. LAND-DISTURBING ACTIVITY includes
but is not limited to the demolition of a structure or surface, soil stripping, clearing, grubbing,
grading, excavating, filling and the storage of soil or earth materials. The term does not include
normal farming practices as part of an ongoing farming operation.
LANDLOCKED BASIN. A water basin lacking an outlet at an elevation at or below the water
level produced by the critical duration flood event,generally the 10-day snowmelt event.
LOW ENTRYELEVATION. The elevation of the lowest opening in a structure.
LOW FLOOR ELEVATION. The elevation of the lowest floor of a habitable or uninhabitable
structure,which is often the elevation of the basement floor or walk-out level.
MILL,RECLAMATIONAND OVERLAY. Removal of the top layer(s) of an impervious
surface(e.g. roadway,parking lot, sport court)by mechanical means, followed by the placement
of a new layer of impervious surface,without exposure of the underlying native soil.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)
STORMWATER DISCHARGE PERMIT. A permit issued by the Minnesota Pollution Control
Agency that authorizes the discharge of pollutants to the waters of the State.
NATIONWIDE URBAN RUNOFF PROGRAM(NURP). NATIONWIDE URBAN R UNOFF
PROGRAM Urban Runoff Program developed by the Environmental Protection Agency to study
stormwater runoff from urban development.
ORDINARYHIGH WATER LEVEL (OHW). The highest water level elevation that has been
maintained for a sufficiently long period of time to leave evidence upon the landscape. The OHW
is commonly that point where the natural vegetation changes from predominantly aquatic to
predominantly terrestrial. If an OHW has been established for a waterbody by the Minnesota
Department of Natural Resources, it will constitute the OHW under this definition.
OWNER. The person or party possessing the title of the land on which the construction
activities will occur; or if the construction activity is for a lease, easement, or mineral rights
license holder,the party or individual identified as the lease, easement, or mineral rights license
holder; or the contracting government agency responsible for the construction activity.
PUBLIC LINEAR PROJECT. A project involving a roadway, sidewalk,trail or utility not
part of an industrial, commercial, institutional or residential development.
RECONSTRUCTION. Removal of an impervious surface such that the underlying structural
aggregate base is effectively removed and the underlying native soil exposed.
SEASONAL HIGH WATER TABLE. The highest known seasonal elevation of groundwater
as indicated by redoximorphic features such as mottling within the soil.
SATURATED SOIL. The highest seasonal elevation in the soil that is in a reduced chemical
state because of soil voids being filled with water. Saturated soil is evidenced by the presence of
mottled features or other information.
SEDIMENT CONTROL. Methods employed to prevent sediment from leaving the site.
SEDIMENT CONTROL practices include silt fences, sediment traps,earth dikes, drainage swales,
check dams, subsurface drains,pipe slope drains, storm drain inlet protection, and temporary or
permanent sedimentation basins.
SHORELAND. Land located within the following distances from the ordinary high water
elevation of public waters: 1. land within 1,000 feet from the normal high watermark of a lake,
pond or flowage; and 2. Land within 300 feet of a river or stream or the landward size of a
floodplain delineated by ordinance on the river or stream,whichever is greater.
STABILIZED. The exposed ground surface has been covered by appropriate materials such as
mulch, staked sod,riprap, erosion control blanket,mats or other material that prevents erosion
from occurring. Applying mulch,hydromulch,tackifier,polyacrylamide, or similar erosion
prevention practices is not acceptable stabilization in temporary or permanent drainage ditches or
areas where concentrated overland flow occurs. Grass seeding is not stabilization.
STANDARD PLATES. General drawings having or showing similar characteristics or
qualities that are representative of a construction activity or practice.
STORMWA TER. Defined under Minn. Rules 7077.0105, Subd. 41(b),meaning precipitation
runoff, stormwater runoff, snowmelt runoff, and any other surface runoff and drainage.
STORMWATER FACILITY,PRIVATE. Any BMP that is maintained by a private property
owner,or other private entity and not maintained by a public agency.
STORMWATER MANAGEMENT PLAN. A plan for the permanent management and control
of runoff prepared and implemented in accordance with the standards set forth in this chapter.
STORMWATER POLLUTION PREVENTION PLAN. A document which describes the best
management practices and activities to be implemented by a person or business to identify
sources of pollution or contamination at a site and the actions to eliminate or reduce pollutant
discharges to stormwater, stormwater conveyance systems, and/or waterbodies to the maximum
extent practicable.
STORMWATER POND. Constructed basins placed in the landscape to capture stormwater
runoff.
SURFACE WATERS. All streams, lakes,ponds,marshes,wetlands,reservoirs, springs,rivers,
drainage systems,waterways,watercourses, and irrigation systems whether natural or artificial,
public or private.
UNDERGROUND WATERS. Water contained below the surface of the earth in the saturated
zone including,without limitation, all waters whether under confined,unconfined, or perched
conditions, in near surface unconsolidated sediment or regolith, or in rock formations deeper
underground. The term ground water shall be synonymous with underground water.
WATER QUANTITY BEST MANAGEMENT PRACTICE. The use of on-site runoff
management practices such as biofiltration, infiltration,buffers/conservation areas, impervious
disconnection, and greenway connections to satisfy stormwater management requirements.
WATERS OF THE STATE. As defined in M.S. § 115.01, Subd. 22,means all streams, lakes,
ponds,marshes,watercourses,waterways,wells, springs,reservoirs, aquifers,irrigation systems,
drainage systems, and all other bodies or accumulations of water, surface or underground,natural
or artificial,public or private,which are contained within, flow through, or border upon the state
or any portion thereof.
WETLAND. Land transitional between terrestrial and aquatic systems, as defined in Minnesota
Statues § 103G.005, Subdivision 19.
§ 1011.007 APPLICABILITY.
All land disturbing activity may be subject to standard erosion and sediment control BMPs. A
grading, erosion and sediment control permit and/or a stormwater management permit shall be
required for projects that meet or exceed the thresholds established in §§ 1011.010 and 1011.011.
§ 1011.008 EXEMPTIONS.
The following land disturbing activities will be exempt from the grading, erosion and sediment
control and stormwater management permit requirements of this chapter:
1) Cemetery graves.
2) Routine agricultural activity such as tilling,planting, or harvesting of agricultural,
horticultural,or silvicultural(forestry) crops.
3) Emergency work necessary to protect life, limb, or property.
§ 1011.009 TECHNICAL REFERENCE.
The following documents shall be used for technical reference:
1) The Lino Lakes Surface Water Management Plan.
2) The Lino Lakes Engineering Design Details.
3) The Lino Lakes Standard City Specifications.
4) The Rice Creek Watershed District(RCWD)Rules.
5) The Vadnais Lakes Area Watershed Management Organization(VLAWMO)Rules.
GRADING,EROSION,AND SEDIMENT CONTROL
§ 1011.010 GRADING,EROSION AND SEDIMENT CONTROL REQUIREMENTS.
1) Grading, erosion and sediment control(ESC). A grading, erosion and sediment control
(ESC)permit including a grading, erosion and sediment control plan shall be required for all
proposed land disturbing activity unless otherwise exempted in this chapter that meets any or all
of the following:
a. Includes excavation, filing, or stockpiling of erodible material in excess of 50 cubic yards
per acre; and/or
b. Involves the laying,repairing,replacing, or enlarging of an underground utility,pipe or
other facility, or the disturbance of road ditch, grass swale, or other open channel for a distance of
500 feet or more; or
c. Disturbs more than one acre of land or 10,000 square feet if within 300 feet of a lake,
stream or wetland and drains towards it; or
d. A land disturbing activity,regardless of size,that the city determines is likely to cause an
adverse impact to an environmentally sensitive area or other property.
2) Grading, erosion and sediment control plan design standards. Grading, erosion and
sediment control plans must comply with the following criteria:
a. All plans shall be consistent with National Pollutant Discharge Elimination permit
(NPDES)requirements,the Lino Lakes engineering design standards,the Lino Lakes stormwater
detail plates, and the filing or approval requirements of Rice Creek Watershed District,Vadnais
Lakes Watershed Management Organization,Anoka County,Minnesota Department of Natural
Resources,Minnesota Department of Transportation,Minnesota Pollution Control Agency,U.S.
Army Corps of Engineers, State of Minnesota Stormwater Manual or other regulatory agencies.
b. Natural site topography and soil conditions must be specifically addressed to reduce
erosion and sedimentation during construction and after project completion.
c. Site erosion and sediment control practices must be consistent with the Minnesota
Pollution Control Agency document Protecting Water Quality in Urban Areas(2000), as
amended, City-specific written design guidance, and be sufficient to retain sediment on-site.
d. The project must be phased as best possible to minimize disturbed areas and removal of
existing vegetation until necessary for project progress.
e. The city may require additional erosion and sediment control measures on areas with a
continuous slope leading to a sensitive,impaired or special water body, stream, ditch or wetland
to assure retention of sediment on site.
£ When site restrictions do not allow for a temporary sediment basin or less than the
required acreage is being developed,temporary sediment basins,where appropriate, are
encouraged. They are not required in areas with steep slopes,highly erodible soils, or to take
equivalent measures such as smaller basins, check dams, and vegetated buffer strips.
g. The plan must include conditions adequate to protect facilities to be used for post-
construction stormwater infiltration.
h. The plan must include conditions to minimize off-site sediment transport on trucks and
equipment, such as rock entrances.
i. The plan must minimize work in and adjacent to water bodies and wetlands.
j. Stable slopes shall be maintained throughout the construction process.
k. Steep slopes and the need for high cuts and fills shall be avoided(no slopes greater than
3(h): 1(v), except as approved by the City Engineer).
1. Protection shall be provided to minimize disturbance to surrounding soils,root systems
and trunks of trees adjacent to site activity that are intended to be left standing.
in.Compaction of site soils shall be minimized.
n. All imported materials shall be approved by the City Engineer prior to placement on the
site.
o. Appropriate on-site containment must be provided for all trash, solid waste, construction
debris, floating debris, and hazardous materials. Disposal of collected sediment shall be
deposited only in approved locations.
3) Grading, erosion and sediment control(ESC) required exhibits. The plan shall be prepared
and signed by a duly licensed professional engineer in the State of Minnesota. The following
exhibits must accompany the permit application: two plan sets, full size(22 inches by 34 inches);
one plan set,reduced to maximum size of 11 inches by 17 inches. Additional copies may be
required in accordance with applicable zoning and subdivision provisions of city code. All plan
sets shall also be submitted electronically in a.dwg format or as otherwise determined by the City
Engineer. The minimum requirements of the grading, erosion, and sediment control plan shall be
consistent with the most recent version of the NPDES permit requirements and include the
following information:
a. Project name and type (residential, commercial,industrial,road construction, or other);
b. Project location;
c. County parcel identification number(legal description);
d. Names and addresses of the record owner, developer, land surveyor, engineer, designer of
the plat, and any agents, contractors, and subcontractors who will be responsible for project
implementation, including the name, address and phone number of the party responsible for
maintenance of all erosion and sediment control measures;
e. Tabulation of construction implementation schedule, including: estimated start date,time
frames, and schedules for each construction phase, and completion date;
f. Copies of permits or permit applications required by any other government entity or
agencies including mitigation measures required as a result of any review for the project(e.g.,
wetland mitigation,EAW,EIS, archaeology survey);
g. Existing conditions map. An existing topographic site map, drawn to a legible scale and
clearly labeled with a north arrow and date of preparation. The plan,based on a certificate of
survey, shall include the following information:
1. Property lines and lot dimensions.
2. Existing zoning classifications for land within and abutting the development,
including shoreland, floodway, floodway fringe, or general floodplain, and other natural resource
overlay districts.
3. All buildings and outdoor uses including all dimensions and setbacks.
4. All public and private roads,interior roads, driveways and parking lots.
5. Show ordinary high water marks of all navigable waters, 100-year critical flood
duration event elevations, and delineated wetland boundaries,if any. If not available, appropriate
flood zone determination or wetland delineation, or both,may be required at the applicant's
expense.
6. Identify all special waters and impaired waters, as identified in the most recent listing
by the MPCA,within one mile of the project that receive runoff from the project.
7. Location of drainage areas, existing storm sewer facilities, including pipes,manholes,
catch basins,ponds, swales and drainage channels within 100 feet of the subject property.
Existing pipe sizes, grades,rim and invert elevations, and normal and high water elevations must
be included.
8. Existing contours at one foot intervals, shown as dashed lines for the subject property
and extending 100 feet beyond the outside boundary of the proposed plat.
9. Steep slopes where areas with an average slope of more than 12%over a distance of
at least 50 feet, or bluff areas as defined in the shoreland ordinance,whichever is applicable.
10. Wooded areas,high quality native plant communities, or other officially designated
natural resource areas.
h. Proposed conditions map.
1. Maps identifying areas discussed in(3)(g)l through(g)10 of this section.
2. Location, size, and approximate grade of proposed public sewer and water mains.
3. Elevations, sections,profiles, and details as needed to describe all natural and
artificial features of the project.
4. Proposed grade contours at one-foot intervals shown as solid lines.
5. An estimate of the total volume (cubic yards) of materials proposed to be imported to
or exported from the site.
6. Provisions for groundwater management(dewatering), including subsurface drains,
disposals,ponding and flood controls.
7. Spot elevations at drainage break points and directional arrows indicating site swale
and lot drainage.
8. Proposed lot lines, lot and block numbers,building style,building pad location and
elevations at the lowest floor and garage slab, if applicable, for each lot.
9. Locations, sizes, grades,rim and invert elevations of all proposed stormwater
facilities, including ponds,proposed to serve the subject property.
10. The location of all oversize,non-typical easements including conservation easements,
if applicable.
11. Show the boundary of the 100 year flood elevations of all waterbodies.
12. Locations of all stormwater management practices, infiltration areas, and areas not to
be disturbed during construction.
13. Normal water level,high water level, and emergency overflow elevations for the site
and all associated ponding systems.
14. Location of areas where construction will be phased to minimize duration of exposed
soil areas. Include map and calculations as necessary of areas of grubbing, clearing,tree removal,
grading, excavation, fill, and other disturbance; areas of soil or earth material storage; quantities
of soil or earth material to be removed,placed, stored, or otherwise moved on site, and delineated
limits of disturbance.
15. Location and type of all temporary and permanent erosion prevention, sediment
control, stormwater runoff, and soil stabilization BMPs, along with procedures to be used to
establish additional temporary BMPs as necessary for the site conditions during construction.
Standard plates and/or specifications for the BMP's used on the project must be included in the
final plans and specifications for the project. Location and design of temporary sediment basins
where ten acres or more(five acres or more for special or impaired waters)are disturbed and
drained to a single point. When site restrictions do not allow for a temporary sediment basin or
less than the required acreage is being developed,temporary sediment basins where appropriate
are encouraged,but not required in areas with steep slopes or highly erodible soils or to take
equivalent measures such as smaller basins, check dams, and vegetated buffer strips.
16. Methods to be used for final stabilization of all exposed soil areas.
17. Documentation that the project applicant has applied for the NPDES permit from the
Minnesota Pollution Control Agency(MPCA),when applicable.
18. A Stormwater Pollution Prevention Plan for projects that require an NPDES permit.
4) Construction activity requirements. Any activity subject to a permit under this chapter must
conform to the standards of the NPDES general permit regarding construction-site erosion and
sediment control.
5) Inspections. See also § 1101.012 Inspections and Maintenance of this chapter.
a. The applicant shall be responsible for inspection,maintenance and effectiveness of all
erosion and sediment control measures until final soil stabilization is achieved.
b. The City may inspect the project site and require the applicant to provide additional
erosion control measures as it determined conditions warrant.
6) Final stabilization.
a. Erosion and sediment control measures must be maintained until final vegetation and
ground cover is established to a density of 70%.
b. All temporary erosion and sediment control BMPs will be removed after all disturbed
areas have been permanently stabilized.
STORMWATER MANAGEMENT
§ 1011.011 STORMWATER MANAGEMENT REQUIREMENTS.
1) Stormwater management. A permit incorporating an approved stormwater management
plan shall be required for all proposed land development activity including public linear projects,
unless otherwise exempted in this chapter,which meets any or all of the following:
a. A development,redevelopment or reconstruction, except Public Linear Projects, that
creates or reconstructs 10,000 square feet or more of impervious surface, including smaller
individual sites that are part of a common plan of development that may be constructed at
different times.
b. A subdivision of an area exceeding one acre. This includes subdivision for single-family
residential,multi-unit residential, commercial, industrial, or institution development.
c. For Public Linear Projects, a permit is required to create or reconstruct 10,000 square feet
or more of impervious surface through multiple phases or connected actions of a single project, as
defined by the City.
d. The site is within the 100-year floodplain;within 1,000 feet of a public water or protected
wetland; impacts a wetland; and/or within 300 feet of Rice Creek, Clearwater Creek,Hardwood
Creek, or a public ditch.
e. Any land disturbing activity,regardless of size,that the city determines would otherwise
cause an adverse impact to an environmentally sensitive area or other property.
f. Stormwater Management Requirements do not apply to development of an individual lot
within a residential subdivision if it conforms to an approved development plan.
g. Stormwater Management Requirements do not apply to sidewalks and trails 10 feet wide
or less that are bordered down-gradient by vegetated open space or vegetated filter strip with a
minimum width of 5 feet as exempt from stormwater management permit requirements,however
the grading, erosion and sediment control requirements are still effective.
h. Stormwater Management Requirements do not apply to Mill,Reclamation and Overlay
projects that do not expose underlying soils.
i. Stormwater Management Requirements do not apply to Bridge Span projects are exempt
from stormwater management permit requirements,however grading, erosion and sediment
control requirements are still effective.
2) Stormwater management performance standards. Site plans for new development of any
kind will be assessed for stormwater quantity control and stormwater quality management. The
general policy on stormwater runoff rates is to reduce the impacts of development by maintaining
predevelopment hydrological conditions in the following ways:
a. Use of natural topography. The applicant shall incorporate the use of natural topography
and land cover such as natural swales and depressions as they exist before development to the
degree that they can accommodate the additional flow of water without compromising the
integrity or quality of the receiving waterbody.
b. Minimize impact to natural features. The development shall minimize impact to
significant natural features. Applicant shall review the site for natural features protected under
Lino Lakes, state or federal requirements,including steep slopes,wetlands,wooded areas,
endangered or threatened species, or species of concern habitat, areas designated by the county
biological survey, greenways,parks and open space,groundwater recharge areas,wellhead or
surface water protection areas or regional stormwater pond locations.
c. Conveyance system. Wherever possible untreated and treated stormwater runoff shall be
conveyed in facilities open to the atmosphere (e.g. swales,vegetated buffer strips, energy-
dissipating structures, and the like)rather than through enclosed pipes, so as to decrease runoff
velocity, allow for natural infiltration, allow suspended sediment particles to settle, and to remove
pollutants.
d. Proposed development design shall:
1. Maintain or decrease runoff volume.
2. Decrease erosion and sedimentation.
3. Maintain or decrease flow frequency,duration, and peak runoff rates.
4. Increase infiltration(groundwater recharge)or filtration.
5. Maintain existing flow patterns.
6. Reduce time to peak flows by increasing the time of concentration to and through
storm sewers.
7. Provide storage of stormwater runoff on site.
8. Avoid channel erosion.
9. The proposed project must not adversely affect water level off the site during or after
construction.
10. The proposed activity may not reduce hydraulic efficiency of the drainage ways at
any point up-gradient of the applicant's parcel boundary.
e. Landlocked basins. A landlocked basin may be provided an outlet only if it:
1. Retains a hydrologic regime that complies with the requirements of the local
governmental unit(LGU)responsible for administration of the Wetland Conservation Act
(WCA); and
2. Provides sufficient dead storage volume to retain back to back 100-year, 24-hour
rainfalls and runoff, and
3. Does not create adverse downstream flooding or water quality conditions as a result
of increased discharge rate or volume, or other factors.
f. All plans shall be consistent with National Pollutant Discharge Elimination permit
(NPDES)requirements,the Lino Lakes engineering design standards,the Lino Lakes stormwater
design standards, and the filing or approval requirements of Rice Creek Watershed District,
Vadnais Lakes Watershed Management Organization,Anoka County,Minnesota Department of
Natural Resources,Minnesota Department of Transportation, Minnesota Pollution Control
Agency,U.S. Army Corps of Engineers, State of Minnesota Stormwater Manual or other
regulatory agencies.
g. The City of Lino Lakes may develop a Comprehensive Stormwater Management Plan
(CSMP) as an alternative way to meet the stormwater requirements of the local watershed
agencies for development within a defined area and a common resource of concern(ROC). The
CSMP will be submitted to the applicable watershed district for review and must comply with the
requirements of the watershed district.
3) Stormwater management plan modeling requirements.
a. A hydrograph method or computer program based on Natural Resources Conservation
Service Technical Release#20(TR-20)and subsequent guidance must be used to analyze
stormwater runoff for the design or analysis of flows and water levels within and off the project
site. Composite curve numbers shall not include directly connected impervious surfaces.
b. In determining curve numbers to model runoff in the post-development condition,the
hydrologic soil group (HSG) of areas within construction limits is to be shifted down one
classification(or one-half classification for HSG A)to account for the impacts of grading on soil
structure unless the project specifications incorporate soil amendments in accordance with Rice
Creek Watershed District Soil Amendment guidelines.
c. The following curve numbers(Table 1) shall be utilized for modeling of those site areas
not covered by impervious surface:
Table 1. Curve Numbers for Use with Pervious Areas
Hydrologic Soil Group Existing Runoff Post-Construction Runoff Curve Number**
Curve Number*
Undisturbed Land Disturbed Land
A 39 39 49
B 61 61 74
C 74 74 80
D 80 80 80
* Curve numbers from USDA-NRCS, Technical Release 55
** Rice Creek Watershed District 2013 Rules
d. The analysis of flood levels, storage volumes, and discharge rates for waterbodies and
stormwater management basins must include the NOAA Atlas 14 values, as amended, for the 2-
year, 10-year and 100-year return period,24-hour rainfall events and the 10-day snowmelt event,
in order to identify the critical duration flood event. The ten-day snowmelt event is simulated by
a 7.2-inch,ten-day spring runoff event during which it is assumed the ground is frozen solid and
no infiltration occurs(CN set to 100 for all areas). The City Engineer may require analysis of
additional precipitation durations to determine the critical duration flood event. Analysis of the
10-day snowmelt event is not required for Stormwater management detention basins with a
defined outlet elevation at or below the 100-year 24-hour event elevation.
4) Water quality treatment.
a. Land development activities creating impervious surface shall address the use of better site
design(BSD)techniques as outlined in the Better Site Design and Low Impact Development
sections of the Minnesota Stormwater Manual(MPCA,2014 and subsequent revisions).
b. The water quality volume standard for all projects, except Public Linear projects, is
determined as follows (Table 2):
Table 2. Required Water Quality Volume Calculations for New or Reconstructed
Developments
BMP Design
BMP Variation Water Quality Treatment Volume Calculation if?]
Infiltration Infiltration Feature Impervious surface [ft2] * 1.1 [in]/ 12 [in/ft]
Water Reuse Irrigation Impervious surface [ft2] * 1.1 [in] / 12 [in/ft]
Biofiltration Underdrain Impervious surface [ft2] * 1.1 [in] /(0.65 * 12 [in/ft])
Filtration Sand or Rock Filter Impervious surface [ft2] * 1.1 [in]/(0.50 * 12 [in/ft])
Shallow Wetland Impervious surface [ft2] * 1.1 [in]/(0.40 * 12 [in/ft])
Stormwater
Wetlands
Pond/Wetland Impervious surface [ft2] * 1.1 [in] /(0.55 * 12 [in/ft])
Wet Pond Impervious surface [ft2] * 1.1 [in] /(0.50 * 12 [in/ft])
Stormwater Ponds
Multiple Pond Impervious surface [ft2] * 1.1 [in]/(0.60 * 12 [in/ft])
c. The required water quality treatment volume standard for Public Linear projects is
determined as follows:
Required Water Area of New or
Quality Treatment = Reconstructed x 0.75 [in] — 12 [in/ft]
Volume [ft3] Impervious Surface [ft2]
d. Public linear projects shall meet the requirements of the Rice Creek Watershed District
(RCWD)or Vadnais Lakes Area Water Management Organization(VLAWMO) as applicable.
e. Infiltration BMPs(see City BMP standard plates and design criteria) are to be
incorporated in areas with A and B hydrologic soil groups. Stormwater from impervious surfaces
other than rooftops must be pretreated before discharge to infiltration BMPs,to remove sediment
and floatables, or other materials that would restrict the BMP's capacity or contaminate ground
water.
f. If the project meets any of the following conditions listed in Table 3,infiltration is
prohibited and the water quality volume requirements shall be provided the remaining options in
Table 2.
Table 3. Specific conditions that may restrict infiltration.
Type Specific Site Conditions
Potential Stormwater Hotspots [PSH]
Potential Contaminated Soils
Contamination
Vehicle Fueling and Maintenance Areas
Low Permeability Soils [HSG C and D]
Bedrock within three vertical feet of bottom of infiltration area
Physical
Limitations Seasonal High Water Table within three vertical feet of bottom
of infiltration area
Where soil infiltration tests are more than 8.3 inches per hour
Land Use Utility Locations
Limitations Adjacent Wells
g. BMPs must provide infiltration where feasible. If the City concurs that the infiltration
BMPs are not feasible or directs that infiltration not be used,then any BMP may be chosen. If
infiltration is feasible on-site,then a regionally-sited BMP must provide equivalent runoff volume
reduction.
5) Peak stormwater runoff control.
a. Stormwater runoff rates for the proposed project at the site boundary, in aggregate,must
not exceed existing runoff rates for the critical 2-, 10-, and 100-year frequency events.
b. Any increase in a critical event rate at a specific point of discharge from the site must be
limited and cause no adverse down gradient impact. The project must meet the hydroperiod
standards found in
c. Table 4 with respect to all down-gradient wetlands.
Table 4. H dro eriod Standards
Wetland Permitted Storm
Inundation Period Inundation Period
Susceptibility Bounce for 2-year
for 2-year Event* for 10-year Event*
Class and 10-year Event*
Highly
Susceptible Existing Existing Existing
Moderately
Existing+0.5-ft Existing+ 1 day Existing+7 days
Susceptible
Slightly
Susceptible Existing+ 1.0 ft Existing+2 days Existing+ 14 days
Least
Susceptible No Limit Existing+7 days Existing+21 days
* Duration of 24-hours for the return periods utilizing NOAA Atlas 14 precipitation data.
Source: Adapted from Rice Creek Watershed District 2013 Rules.
d. Wetland Susceptibility Class is determined based on wetland type, as follows:
1. Highly susceptible wetland types include: sedge meadows,bogs, coniferous bogs,
open bogs, calcareous fens, low prairies, coniferous swamps, lowland hardwood forests, and
seasonally flooded water basins.
2. Moderately susceptible wetland types include: shrub-carrs, alder thickets, fresh(wet)
meadows, and shallow&deep marshes.
3. Slightly susceptible wetland types include: floodplain forests and fresh wet meadows
or shallow marshes dominated by cattail giant reed,reed canary grass or purple loosestrife.
4. Least susceptible wetland includes severely degraded wetlands. Examples of this
condition include cultivated hydric soils, dredge/fill disposal sites and some gravel pits.
e. Exceptions. Rate control criteria of§ 1011.011(5)may be waived if the site discharges
directly to a water body with large storage capacity(such as a public water)that has a time-to-
peak elevation greater than that for an on-site pond and the volume discharged from the on-site
pond is negligible,relative to the volume of runoff entering the water body.
6) Design criteria.
a. Infiltration BMPs. Infiltration BMPs must be designed to provide:
1. Adequate pretreatment measures to remove sediment before runoff enters the primary
infiltration area;
2. Drawdown within 48-hours or 72-hours from the end of a storm event, for surface or
sub-surface features,respectively. Soil infiltration rates shall be based on the appropriate HSG
classification and associated infiltration rates(
3. Table 5). Infiltration area will be limited to the horizontal areas subject to prolonged
wetting;
Table 5. Soil Infiltration Rates
HSG Soil Texture* Corresponding Unified Soil Classification**
Infiltration
Rate [in/hr]
A Gravel GW Well-graded gravels, sandy gravels 1.63
Sandy Gravel GP Gap-graded or uniform gravels, sandy
Silty Gravel gravels
GM Silty gravels, silty sandy gravels
SW Well-graded gravelly sands
Sand
Loamy Sand SP Gap-graded or uniform sands, gravelly 0.8
Sandy Loam sands
SM Silty sands,silty gravelly sands 0.45
B Loam
Silt Loam MH Micaceous silts, diatomaceous silts, 0.3
volcanic ash
C Sandy Clay Loam ML Silts,very fine sands, silty or clayey 0.2
fine sands
GC Clayey gravels, clayey sandy gravels
Clay Loam SC Clayey sands, clayey sandy gravels
Silty Clay Loam CL Low plasticity clays, sandy or silty clays
D Sandy clay 0.06
Silty Clay OL Organic silts and clays of low plasticity
Clay CH Highly plastic clays and sandy clays
OH Organic silts and clays of high plasticity
Source: Adapted from the "Design Infiltration Rates"table from the Minnesota Stormwater
Manual,MPCA(January 2014).
* U.S. Department of Agriculture,Natural Resources Conservation Service, 2005. National
Soil Survey Handbook,title 430-VI. (Online)Available:
http://soils.usda.gov/technical/handbook/.
** ASTM standard D2487-00
4. A minimum of three feet of separation from the seasonal high water table.
5. Design and placement in accordance with the 2007 Minnesota Department of Health
guidance Evaluating Proposed Stormwater Infiltration Projects in Vulnerable Wellhead
Protection Areas.
b. Water Reuse. Water Reuse BMPs must be designed to provide:
1. A maximum irrigation rate of 1-inch per week over the irrigated lawn/turf grass
area(s);
2. No greater than a 26 week(April 15"'to October 15t')growing season; and
3. No increase in Stormwater runoff from the irrigated area or project site.
4. The amount of water quality treatment volume credit given will be based upon the
three year average of the volume irrigated, determined by the average of three years of
monitoring records.
c. Biofiltration and Filtration BMPs. Biofiltration and filtration BMPs must be designed to
provide:
1. Adequate pretreatment measures to remove sediment before runoff enters the primary
bilfiltration area;
2. Drawdown within 48-hours or 72-hours from the end of the storm event for surface
or sub-surface features,respectively;
3. A minimum of 12-inches of organic material or sand above the rock trench or
draintile system; and
4. Drain tile system must be designed above the Seasonal High Water Table.
d. Stormwater Ponds. Stormwater ponds must be designed to provide:
1. Water quality features consistent with NURP criteria and city standard plate;
2. Permanent wet pool with dead storage at least equal to the runoff from a 2.5-inch
rainfall over the area tributary to the pond; and
3. An outlet structure capable of preventing migration of floating debris and oils for at
least the one-year storm.
4. An outlet structure to control the two-year,ten-year and 100-year frequency events to
existing peak runoff sites; and
5. An identified overflow spill way sufficiently stabilized to convey flows greater than
the 100-year critical storm event.
e. Outfalls. An outfall structure discharging to a wetland,public water or public water
wetland must incorporate a stilling-basin, surge-basin, energy dissipater,placement of ungrouted
natural rock riprap or other feature to minimize disturbance and erosion of natural shoreline and
bed resulting from stormwater discharges.
f. Freeboard Requirements. All new residential, commercial, industrial and other habitable
or non-habitable structures, and all stormwater basins,must be constructed so that the lowest
floor and lowest entry elevations of structures comply with the following
g. Table 6:
Table 6. Low Floor and Low Entry Freeboard Requirements
Regional Local Detention Infiltration Basins Rain Groundwater
Elevations Basins& Wetlands Gardens
100 EOF 100 EOF Bottom 100 EOF EOF Seasonal High
Elevation year year year Level
Low Floor
Freeboard 2-ft 1-ft 0-ft N/A O-ft N/A N/A N/A 4-ft
Low Entry
Freeboard NA NA 2-ft 1-ft NA 2-ft I-ft 0.5-ft N/A
h. Within a landlocked basin, lowest floor elevations must be at least one foot above the
surveyed basin overflow elevation. Where a structure is proposed below the runoff elevation of a
land-locked basin,the low-floor elevation will be a minimum of two feet above the high water
level as determined from an estimate of high water levels determined from the highest of either
the 100-year,ten-day runoff event or back-to-back 100-year,24-hour rainfalls. Aerial photos,
vegetation, soils, and topography will be used to derive a"normal"water elevation for the basin
for the purpose of computing the 100-year elevation.
7) Drainage and utility easements.
a. If a stormwater management plan involves direction of some or all runoff off of the site, it
shall be the responsibility of the applicant to obtain from adjacent property owners any necessary
easements or other property interests concerning flowage of water.
b. Easements are required for all stormwater management facilities, stormwater conveyances
and on-site floodplain and shall extend a minimum of 10 feet beyond the basin's 100-year storm
high water level elevation.
c. Easements are required for all outlet swales and ditches, and for overland overflow routes
located downstream of basins located on site.
d. If the storm sewer is to be installed less than ten feet deep within private property, the
easement shall be a minimum of 20 feet wide. If the storm sewer is ten feet or greater,the
easement shall be twice as wide as the depth.
e. Easements necessary for maintenance vehicle access are required for all of the above
where not directly available on a public road.
8) Stormwater management plan required exhibits. The stormwater management plan shall be
prepared and signed by a duly licensed engineer in the State of Minnesota. The following
exhibits must accompany the permit application: two plan sets, full size(22 inches by 34 inches);
one plan set,reduced to maximum size of I I inches by 17 inches. Additional copies may be
required in accordance with applicable zoning and subdivision provisions of city code. All plan
sets shall also be submitted electronically in a .dwg format or as otherwise determined by the City
Engineer. The minimum information requirements of the Stormwater Management Plan shall be
consistent with the most recent version of the NPDES permit requirements and include the
following information:
a. A grading, erosion and sediment control plan and, for projects that require a NPDES
permit, a Storm Water Pollution Prevention Plan(SWPPP)is required.
b. Stormwater Management Plan including existing and proposed hydrologic calculations for
total runoff volume and peak discharge rates as described in this chapter, including:
1. A narrative including a project description, discussion of BMP selection,
incorporation of infiltration BMPs, and revegetation plan for the project site.
2. Delineation of all drainage areas,including contributing runoff from off-site areas,
proposed and existing subwatersheds on-site, emergency overflows, and drainage ways.
3. Existing,proposed, and total amount of impervious surfaces created by the project.
4. Existing and proposed runoff curve numbers.
5. Time of concentration used in calculations.
6. Existing and proposed total runoff volume and peak discharge rates for the 2-, 10-,
and 100-year critical events utilizing NOAA Atlas 14.
c. Property of lines and delineation of lands under ownership of the applicant.
d. Locations of all stormwater management practices, infiltration areas, and areas not to be
disturbed during construction.
e. Location of all drain tiles on the project site shall be identified.
f. Location and engineered designs for structural stormwater management practices
including stormwater treatment devices that remove oil and floatable material(e.g.,basin outlets
with submerged inlets).
g. Normal water level,high water level, and emergency overflow elevations for the site and
all ponding systems related to NAVD88.
h. Identification of existing and proposed one-foot contour elevations within the project site
related to NAVD88.
i. Geotechnical analysis including soil borings at all proposed stormwater management
facility locations.
j. Provisions for groundwater management(dewatering), including subsurface drains,
disposals,ponding and flood controls.
k. Completed city worksheet explaining better site design techniques that were evaluated
during project design,the results of the evaluation of each and for any techniques deemed
infeasible.
1. A long-term maintenance plan and schedule for all permanent stormwater practices, along
with the identity of the party responsible for the maintenance of the project. The maintenance
responsibility must be memorialized in a document executed by the property owner in a form
acceptable to the city and filed for record on the deed.
in.Before work is deemed complete, as-built plans must be submitted demonstrating that at
the time of final stabilization, stormwater facilities conform to design specifications.
n. Other project site-specific submittal requirements as may be required by the city.
§ 1011.012 INSPECTIONS AND MAINTENANCE.
1) Inspections. The applicant is responsible for inspections and record keeping in accordance
with the NPDES Permit requirements. The city shall conduct inspections on a regular basis to
ensure that both stormwater and erosion and sediment control measures are properly installed and
maintained prior to construction, during construction, and at the completion of the project. In all
cases the inspectors will attempt to work with the applicant or developer to maintain proper
stormwater management. Mandatory inspections, conducted by the city, are required as follows:
a. Before any land disturbing activity begins;
b. Five working days after footing inspections;
c. At the completion of the project; and
d. Prior to the release of financial securities.
2) Post-construction inspection and maintenance of stormwater facilities.
a. Private stormwater facilities. No private stormwater facility may be approved unless a
maintenance agreement is provided that defines who will conduct maintenance,the type of
maintenance, and the maintenance intervals. All private stormwater facilities shall be inspected
by the owner and maintained in proper condition consistent with the performance standards for
which they were originally designed.
1. Facility access. Access to all stormwater facilities must be inspected annually and
maintained as necessary. It shall be the responsibility of the applicant to obtain any necessary
easements or other property interests to allow access to the facilities for inspection or
maintenance for both the responsible party and the city.
2. Maintenance. All settled materials from ponds, sumps, grit chambers, and other
devices, including settled solids, shall be removed and properly disposed of once capacity is
reduced by 30%.
3. Inspection. All private stormwater facilities must submit an as-built record plan of the
facility and must provide documentation to the city of an inspection during construction, during
the first year of operation,and at least once every five years thereafter. Private facilities are
subject to city inspection at any time to ensure compliance.
b. Public stormwater facilities.
1. Acceptance of publicly owned facilities. Before work under the permit is deemed
complete, as-builts and certification must be submitted demonstrating at the time of final
stabilization that the stormwater facilities conform to design specifications. A final inspection
shall be required before the city accepts ownership of the stormwater facilities.
2. Inventory of stormwater facilities. The city shall inventory and maintain a database for
all public stormwater facilities within the city requiring maintenance to ensure compliance with
this chapter.
3) Maintenance. The city shall perform maintenance of publicly owned stormwater facilities
within the city as provided for in the local surface water management plan.
§ 1011.013 PLAN REVIEW PROCEDURE.
1) Plan review. The applicant shall not commence any construction activity subject to this
chapter until the stormwater management plan and/or the grading, erosion and sediment control
plan have been approved by the City. The submittal shall be processed in accordance with § 2 of
the Zoning Ordinance or Chapter 1011 of City code as applicable. City approval is contingent on
issuance of all other permits required by the city or other agencies having jurisdiction on the
project. The following standards shall apply to all developments within the City:
a. Plan approval. If the city determines that the stormwater management plan and/or the
grading, erosion and sediment control plan meets the requirements of this chapter,the city shall
issue a plan approval valid for a specified period of time that authorizes the land disturbance
activity contingent on the implementation and completion of this plan.
b. Plan denial. If the city determines that the plan does not meet the requirements of this
chapter,the city shall not issue plan approval for the land disturbance activity. This plan must be
resubmitted for approval before the land disturbance activity begins. All land use and building
permits shall be suspended until the developer has an approved ESC or stormwater management
permit.
c. Modification ofplan. The applicant must amend the plan as necessary to include
additional requirements such as additional or modified BMPs designed to correct problems
identified or address situations whenever:
1. A change in design, construction, operation,maintenance,weather, or seasonal
conditions that has a significant effect on the discharge or pollutants to surface waters or
underground waters;
2. Inspections or investigations indicate the plans are not effective in eliminating or
significantly minimizing the discharge or pollutants to surface waters or underground waters or
that the discharges are causing water quality degradation;
3. The plan is not achieving the general objectives of minimizing pollutants in
stormwater discharges associated with construction activity; or
4. The plan is not consistent with the terms and conditions of this chapter.
§ 1011.014 FINANCIAL SECURITIES.
The applicant shall be subject to the financial security provisions of the City of Lino Lakes
Development Agreement, Site Improvement Performance Agreement and/or the Lino Lakes
Public Improvement Financing Policy, as applicable.
§ 1011.015 ENFORCEMENT.
1) Notification offailure of the permit. The city shall notify the permit holder of the failure of
the permit's measures.
a. Initial contact. The initial contact will be to the party or parties listed on the application
and/or the SWPPP as contacts. Except during an emergency action,48 hours after notification by
the city or 72 hours after the failure of erosion and sediment control measures,whichever is less,
the city at its discretion may begin corrective work. Such notification should be in writing,but if
it is verbal, a written notification should follow as quickly as practical. If after making a good
faith effort to notify the responsible party or parties,the city has been unable to establish contact,
the city may proceed with corrective work. There are conditions when time is of the essence in
controlling erosion. During such a condition the city may take immediate action and then notify
the applicant as soon as possible.
b. Emergency action. If circumstances exist such that non-compliance with this chapter
poses an immediate danger to the public health, safety and welfare, as determined by the city,the
city may take emergency preventative action. The city shall also take every reasonable action
possible to contact and direct the applicant to take any necessary action. Any cost to the city may
be recovered from the applicant's financial security.
c. Erosion offsite. If erosion breaches the perimeter of the site,the applicant shall clean up
and repair or supplement with functional BMPs within 24 hours of discovery or immediately as
conditions allow. If, in the discretion of the city,the permit holder does not repair the damage
caused by the erosion,the city may do the remedial work required and charge the cost to the
applicant. When restoration to wetlands and other resources are required,the applicant shall be
required to work with the appropriate agency to ensure that the work is done properly.
d. Erosion into streets, wetlands, or water bodies. If eroded soils(including tracked soils
from construction activities) enter or appear likely to enter streets,wetlands, or other water
bodies, cleanup and repair shall be immediate. The applicant shall provide all traffic control and
flagging required to protect the traveling public during the cleanup operations.
e. Failure to do corrective work. When an applicant fails to conform to any provision of this
policy within the time stipulated,the city may take the following actions:
1. Issue a stop work order,withhold the scheduling of inspections, and/or the issuance
of a certificate of occupancy.
2. Revoke any permit issued by the city to the applicant for the site in question or any
other of the applicant's sites within the city's jurisdiction.
3. Correct the deficiency or hire a contractor to correct the deficiency.
4. Require reimbursement to the city for all costs incurred in correcting stormwater
pollution control deficiencies. If payment is not made within 30 days after costs are incurred by
the city,payment will be made from the applicant's financial securities as described above.
5. If there is an insufficient financial amount in the applicant's financial securities as
described above,then the city may assess the remaining amount against the property. As a
condition of the permit,the owner shall waive notice of any assessment hearing to be conducted
by the city, concur that the benefit to the property exceeds the amount of the proposed
assessment, and waive all rights by virtue of M.S. § 429.081 to challenge the amount or validity
of assessment.
2) Enforcement. The city shall be responsible for enforcing this chapter.
a. Penalties. Any person, firm, or corporation failing to comply with or violating any of
these regulations shall be deemed guilty of a misdemeanor and be subject to a fine or
imprisonment or both. All land use and building permits shall be suspended until the applicant
has corrected the violation. Each day that a separate violation exists shall constitute a separate
offense.
b. Right-of-entry and inspection;powers. The issuance of a permit constitutes a right-of-
entry for the city or its contractor to enter upon the construction site. The applicant shall allow
the city and their authorized representatives,upon presentation of credentials,to:
1. Enter upon the permitted site for the purpose of obtaining information, examination
of records, conducting investigations or surveys;
2. Bring such equipment upon the permitted site as is necessary to conduct such surveys
and investigations;
3. Examine and copy any books,papers,records, or memoranda pertaining to activities
or records required to be kept under the terms and conditions of the permitted site;
4. Inspect the stormwater pollution control measures; and
5. Sample and monitor any items or activities pertaining to stormwater pollution control
measures;
6. Correcting deficiencies in stormwater and erosion and sediment control measures.
§ 1011.016 ABROGATION AND GREATER RESTRICTIONS.
In the event of any conflict between the provisions of this chapter and the provisions of any
other city ordinance adopted by the City Council,the more restrictive standard prevails.
Adopted by the Lino Lakes City Council this day of 12015.
The motion for the adoption of the foregoing ordinance was introduced by Council
Member and was duly seconded by Council Member and upon vote
being taken thereon,the following voted in favor thereof.
The following voted against same:
Jeff Reinert, Mayor
ATTEST:
Julianne Bartell, City Clerk
ENVIRONMENTAL BOARD
AGENDA ITEM 6A
STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator
MEETING DATE: June 24, 2015
REQUEST: Discussion of Comprehensive Stormwater Management
Plan for the Northeast Area of Lino Lakes, Minnesota
BACKGROUND
The northeast area of Lino Lakes is proposed for future development. The northeast area is 1430
acres of land, and along 35E, from Main Street at the southernmost point to almost 80t' Street on
the north side. The area for study purposes is divided up into four district areas. These areas are
Hugo, east,west central, and west sub-watershed.
The drainage area is guided for residential, commercial, and industrial uses. The existing
agricultural ditch system is inadequate for stormwater management purposes. To implement the
City's Comprehensive Plan and facilitate development, the city is working with WSB and the
Rice Creek Watershed District to develop a Comprehensive Stormwater Management Plan for
this area.
For this area, the following has been developed:
1. Preliminary design information for the conveyance system and outfall.
2. Allowable peak discharge rates and stormwater storage to be provided for each sub-
watershed within the City.
3. Analysis and description of stormwater treatment BMP's to be provided.
4. Discussion demonstrating downstream impacts will be mitigated or eliminated.
5. Anticipated plan to utilize or abandon existing public drainage systems.
RECOMMENDATION
None. Staff is requesting any comments the board may have concerning this study.
ATTACHMENTS
1. Comprehensive Stormwater Management Plan for the Northeast Area of Lino Lakes,
Minnesota.
COMPREHENSIVE STORMWATER MANAGEMENT PLAN
FOR THE
NORTHEAST AREA OF LINO LAKES, MINNESOTA
June 11, 2015
Prepared By:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
763-541-4800
763-541-1700 (fax)
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2029-79
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly licensed Professional Engineer under the laws of the State of
Minnesota.
Pete Willenbring, P.E. Reg.No. 1 J998
l
Adam Parker, P.E. Reg. No. 42733
Comprehensive Stormwater Management Plan Certification
Northeast Area of Lino Lakes,MN
WSB Project No.2029-79
TABLE OF CONTENTS
TITLE PAGE
CERTIFICATION
TABLE OF CONTENTS
1. INTRODUCTION/PURPOSE................................................................................................ 1
2. BACKGROUND/NEED FOR PROJECT .............................................................................. 2
3. PROPOSED PLAN/IMPROVEMENTS ................................................................................ 3
3.1. Conveyance System/Outlet.............................................................................................. 3
3.2. Stormwater Storage/Rate Control....................................................................................4
3.3. Stormwater Treatment......................................................................................................4
3.4. Mitigation of Downstream Impacts.................................................................................. 5
3.4.1. Peak Discharge Rate Management........................................................................... 5
3.4.2. Water Quality Impacts.............................................................................................. 5
3.4.3. Impact to Flood Elevations in Peltier Lake............................................................... 5
3.4.4. Impact to Structures around Peltier Lake.................................................................. 6
3.5. Management of Existing Public Drainage System........................................................... 6
List of Figures
Figure 1 —Watershed Map for Northeast Area of Lino Lakes
Figure 2—Existing Land Uses for Study Area
Figure 3 —Future Land Uses Study Area
Figure 4—Areas to be Served by Proposed Outfall that are Currently Served by Anoka County
55 and 72
Figure 5 —Areas Potentially Suitable for Infiltration within Study Area
Figure 6—Mattamy Homes Ponding and Potential Irrigation Reuse Areas
Figure 7 - Discharge Rate (CFS)vs Time for Inflow to Peltier Lake from NE Lino Watershed
and Direct Tributary Drainage Area
Figure 8—Discharge Rate (CFS)vs Time for Inflow to Peltier Lake from NE Lino Watershed
and Direct Tributary Drainage Area
Figure 9— Stage vs. Time and Discharge Rate vs. Time Hydrographs for Peltier Lake
List of Tables
Table 1 —Hydrologic/Hydraulic Information for Northeast Lino Lakes Stormwater Management
Plan
Table 2 Summary of Water Quality Analysis Results
Comprehensive Stormwater Management Plan Table of Contents
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79
TABLE OF CONTENTS
List of Appendices
Appendix A
Sequencing Analysis for Outfall Alignment Alternatives
Appendix B
Mattamy Homes Preliminary Development Plan
Appendix C
Spreadsheet Documenting Plan Meets RCWD Rules
Appendix D
Information on Structures Adjacent to Peltier Lake
Comprehensive Stormwater Management Plan Table of Contents
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79
1. INTRODUCTION/PURPOSE
This Comprehensive Stormwater Management Plan (CSMP)has been developed to provide the
City of Lino Lakes (the City) with direction on how to manage and discharge stormwater from a
1,430 acre area within the northeast area of Lino Lakes. This area is shown on Figure 1. As
shown on this figure, the plan has broken out the 1,430 acre watershed into four distinct areas
referenced as the Hugo, East, Central, and West sub-watershed. For this area, the following has
been developed:
1. Preliminary design information for the conveyance system and outfall.
2. Allowable peak discharge rates and stormwater storage to be provided for each sub-
watershed within the City.
3. Analysis and description of stormwater treatment BMPs to be provided.
4. Discussion demonstrating downstream impacts will be mitigated or eliminated.
5. Anticipated plan to utilize or abandon existing public drainage systems.
The implementation of this plan as outlined within this document is intended to allow
development in this area to meet Rice Creek Watershed District (RCWD) Rules C.6 and C.7;
appropriate RCWD rules regarding water quality treatment, rate, and volume control; TMDL
requirements for Peltier Lake; and MDNR no-rise certificate requirements for new outlets to
public waters.
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page I
2. BACKGROUND/NEED FOR PROJECT
A new outfall to Peltier Lake is needed to serve an area currently drained by Anoka County
Ditch 55 and Anoka County Ditch 72, ditch systems that have had little or no maintenance since
they were constructed in 1910 and do not provide drainage to allow for future land development
within the study area.
Information relating to the existing and future land uses within the study area is provided on
Figures 2 and 3, and related information tied to increase in impervious surface percentages is
provided in Table 1.
Information relating to areas currently served by Anoka County Ditch 77 and 72 that have the
potential to be served by this proposed outfall is shown on Figure 4.
Information relating to soils, depth to water table, and areas potentially suitable for infiltration
based on these parameters is included in Figure 5.
SWMM hydrologic modeling files for the project for existing and proposed conditions are also
available and can be sent upon request.
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page 2
3. PROPOSED PLANAMPROVEMENTS
3.1. Conveyance System/Outlet
The proposed plan anticipates the construction of a new storm sewer outlet to serve the 1,430
acre drainage area shown on Figure 1. The preliminary alignment of the system was
developed based in part on a sequencing analysis to determine the most appropriate outfall
alignment to minimize impact on wetlands and/or other natural resources. The results of this
sequencing analysis are provided in a document included as part of Appendix A.
The preliminary alignments for the piping system to be constructed primarily within the west
sub-watershed, including the pipe size and invert elevations, are provided in Figure 1. Some
additional selected design features of the system include the following:
• For the east sub-watershed, as development takes place, off-site drainage from the
City of Hugo will be accommodated by developing appropriate conveyance systems
that will carry water directed from the City of Hugo to the proposed new outlet under
35E. Since stormwater runoff from the City of Hugo crosses the municipal boundary
at multiple locations, the design for these systems will need to be deferred until
development takes place in these areas.
• It is anticipated a 60" RCP outlet will be jacked underneath 35E in the approximate
location shown on Figure 1. Control structures will be in place upstream of this
outlet to limit the rate to that specified in Table 1. At this and every other outfall
into the conveyance system, control structures will be in place to limit the peak rate of
runoff from each sub-watershed to those specified in Table 1.
• Gates will be installed at each control structure to allow stormwater to be retained for
a period of time if water elevations in Peltier Lake are within one foot of its 100-year
flood elevation and rising. The RCWD has recently established the 100-year flood
elevation for Peltier Lake to be 887.2. Although modeling indicates that lake flood
elevations will actually be reduced as a result of this project, the operation of these
gates will provide added assurances that this outlet will have no impact on increasing
flood levels in Peltier Lake for the 100-year critical duration event.
• Stormwater runoff directed across 35E will be conveyed westerly across the central
sub-watershed through a series of ponds that will be constructed as part of the
Mattamy development. Similar to all other outfalls into this conveyance system, the
rate will be control by control structures that will limit the discharge rate to the peak
rates identified in Table 1.
• For the west sub-watershed, it is anticipated a 72" RCP outfall will be installed along
the alignments shown in Figure 1. As development takes places and stormwater
ponds are constructed, control structures will be installed upstream of any outfalls
into this conveyance system to manage peak rates of runoff to that shown in Table 1.
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page 3
3.2. Stormwater Storage/Rate Control
Based on a review of a number of considerations, the design will allow a pass through
discharge rate of 62 cfs or approximately .3 cfs an acre for areas draining from Hugo as
currently documented by the City of Hugo's stormwater model and the RCWD's watershed
model. The design will limit the peak discharge rate from the remaining areas within the
City in this study area to .1 cfs an acre. This will result in a maximum peak discharge rate
from this study area of no greater than 183 cfs.
In order to meet the rate restrictions of.1 cfs an acre for parcels within the City, a significant
amount of stormwater storage will need to be provided to attenuate runoff rates to this
prescribed level. Table 1 provides information on the projected peak discharge rate from
each sub-watershed and the corresponding live storage that will be provided within the sub-
watersheds that are shown. As final plans for subdivisions are developed, the location of
ponds along with the amount of storage provided will be better defined. However, in no case
shall the discharge rate exceed the rates shown on Table 1.
3.3. Stormwater Treatment
A water quality analysis was completed that projected existing and future pollutant loadings
from the study area. The analysis broke down pollutant loadings from each of the four sub-
watersheds under existing conditions and for proposed conditions both prior to and after
treatment was provided to RCWD standards. The results of this water quality analysis are
show in Table 2. The analysis indicates that the pollutant loading from this watershed when
fully developed will be significantly less than the pollutant loading that is currently being
delivered to Peltier Lake under existing conditions.
Stormwater treatment will be provided for all runoff generated within the City within the
study area prior to discharge into Peltier Lake. Furthermore, as part of the development of
this stormwater treatment plan, an analysis was undertaken to define which areas within the
study area were suitable for infiltration. This investigation revealed that approximately six
percent of the watershed area was suitable for infiltration(see Figure 5). The remaining
areas will utilize other BMP practices such as "dead-pool" treatment to meet RCWD
requirements.
For each sub-watershed, Table 1 lists the amount of deadpool and water re-use/infiltration
that will be required to provide adequate treatment for stormwater runoff to address RCWD
water quality requirements and also reduce the phosphorus loading directed to Peltier Lake
which is consistent with Peltier Lake TMDL requirements.
Based on this analysis, the City has also evaluated the location in which stormwater re-use
could be used for irrigation in an attempt to reduce runoff volumes from this area. Figure 6
highlights potential areas that could be used for this purpose. Based on the utilization of
these areas, it is anticipated that up to 36 acre-feet of stormwater could be used for irrigation
purposes over this 18 acre area. The actual amount of volume credit will be defined based on
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page 4
actual records. Other opportunities for stormwater reuse or infiltration in other areas outside
of this study area will continue to be evaluated by the City as part of other projects.
3.4. Mitigation of Downstream Impacts
This plan has been prepared with a primary focus of mitigating any downstream impacts that
could occur as a result of the implementation of this project. Outlined below is a description
highlighting how downstream impacts will be mitigated:
3.4.1. Peak Discharge Rate Management
Figure 7, 8 and 9 provide the results of a hydrologic analysis on the existing and
proposed peak discharge rates from the study area, the existing and proposed peak
elevations and discharge rates from Peltier Lake, and information documenting
over time how the lake stage will be affected by the proposed outlet improvement.
Table 1 outlines the existing and proposed peak discharge rates from the study
area. Based on a review of the above,proposed peak 2-, 10-, and 100-year
discharge rates from this area will be significantly reduced compared to that
developed as part of the existing conditions analysis.
3.4.2. Water Quality Impacts
The water quality modeling that was completed and summarized in Table 2
indicates that under fully developed conditions, the phosphorus loading to Peltier
Lake will be significantly reduced compared to that associated with existing
conditions. This reduction loading in phosphorus loading meets RCWD
requirements for water quality treatment and demonstrates progress in meeting the
TMDL requirements for Peltier Lake.
3.4.3. Impact to Flood Elevations in Peltier Lake
An analysis of projected 100-year high water elevations for Peltier Lake was
completed based on existing conditions and a proposed condition that would
include the construction of this outlet along with associated stormwater storage,
rate control, and treatment provisions. The analysis indicates that under existing
conditions, the 100-year high water elevation for Peltier Lake reaches an elevation
of 887.2. The hydrologic modeling analysis of the proposed condition indicates a
future flood elevation of 887.08. This modeled reduction is based on the
following factors:
1. The outlet improvement project proposed for the northeast Lino Lakes
watershed will allow stormwater runoff from this area to be discharged
into the late significantly before the peak elevation of Peltier Lake is
reached, which is now approximately three days following the occurrence
of the event.
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page 5
2. The elevation versus time and discharge versus time hydrographs and their
associated tabular data, document that additional runoff is directed over
the Peltier Dam prior to the peak occurring instead of having the discharge
from this watershed more closely correspond with the peak thereby adding
flow at the most inopportune time.
3. A significant volume of runoff from this area will now be directed into
Peltier Lake from this watershed after the peak occurs and during a time
when the water levels in the lake are receding.
3.4.4. Impact to Structures around Peltier Lake
Based on the analysis included within this document, the flood levels in Peltier
Lake will not be impacted and will not rise as a result of this project. Hydrologic
modeling also indicates that the peak elevation in the lake could drop from 887.2
to 887.08. A GIS analysis of structures around the lake indicate that all structures
are at or above these elevations, and as a result no downstream impact to
structures or property is anticipated as a result of this project. Appendix D
provides information relating to the location and elevation of structures adjacent
to Peltier Lake
3.5. Management of Existing Public Drainage System
As part of the construction of this new drainage system, the existing Anoka County Ditch 55
and 72 drainage systems may be abandoned in selected areas. In cases where an
abandonment proceeding is requested by the City, the City will take responsibility to provide
drainage for the properties served by the system and will provide assurances that the level of
service provided by the replacement system will equal or exceed the public ditch system.
Figure 4 shows the location of the existing public drainage systems within the study area that
could be abandoned if deemed reasonable and appropriate.
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Page 6
Tables
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Tables
Tableld:Jiydrologic/Hydraulic®nformationQor[Northeast[Lino[Lakes3tormwaternManagement[Plan
Runoff from a
2.5 Inch Event Estimated
Runoff from Runoff from Maximum Q Propsed Q
(for Minimum Estimated Proposed
Impervious Anticipated Estimated a 1.1 Inch a 2.5 Inch Runoff Runoff allowed from Proposed Proposed Leaving
P P Alternative Estimated Surface Live Storage Existing Q P Existing Q p Existing Q Condition Q
Cumulative Surface To Be Total Area Event for Event(for from a Volume from Watershed Condition Qto Condition Q Watershed
Watershed Composite Compliance-
Watershed® Watershed Added based Impervious Suitable for New Alternative 100-Year a 100-Year Average Area to be Including Leaving Leaving Leaving Leaving Leaving Leavingfor 100-Year
Area(acres) CN Using Imperv. Pond Needed for Provided 100 Watershed-2- Watershed-10 Watershed 100 Watershed
Area(acres) on 2030 Plan Surface Infiltration Impervious Compliance- Rain Event Rain Event Live Upstream Watershed-2- Watershed-10 10-Day
Surf)-Fully Bounce(ft) yr Event(ac- year event year event Year Event 100-YR 24HR
(acres) (acres) (acres)* Surface Using CN)(ac (inches) (ac-ft) Untreated year event year event Snowmelt
Develped Storage ft) (7.2IN)
(ac-ft) ft) Watersed AC' Flow (7.21N)
(ac-ft)
HUGO 216 NA 71 71 77 NA NA NA NA 4.54 82 NA NA NA 62' NA NA NA NA NA NA NA
EASTO 534 750 290 306 86 38 27 55 60 5.55 247 4.0 61.7 246 115 235 10 299 29 1143 84 69
CENTRALD
(Matta my[d
Development 438.8 1188.8 170 181 77 15 16 27 35 4.55 166 4.0 41.6 118 159 78 33 478 63 1022 134 91
Area)
WEST 229.3 1418.1 72 82 81 21 7 18 15 5.00 96 4.0 23.9 68 183 1241 45 2166 87 4050 183 120
Summary for Study 1418.1 1418.1 603 640 82 74 49 101 111 NA 591 NA 154.1 432 183 1241 45 2166 87 4050 183 120
Area
Legend:
=computations not provided due to prior modeling or is considered not applicable.
=values listed subject to change based on actual development. Overall impact to Lake Peltier will be subject to rate criteria and storage based on new impervious surface created.
=updates since 4-13-15 submittal
Notes:
Stated available infiltration area has been evaluated based on soil and depth to table only. Other considerations may also impact suitability.
Values provided in Columns E through Q based on Plan impervious assumptions provided in Columns C and D.
K:\02029-790\Admin\Docs\NE Lino CSMP Performance Standard Summary Table-FINAL
TABLE 2 - SUMMARY OF WATER QUALITY ANALYSIS RESULTS
RUNOFF CALCULATION AGRICULTURE OPEN SPACE/MEADOW URBAN OPEN IMPERVIOUS AREA
CN 81 73 73 99
S 2.35 3.70 3.70 0.10
la 0.47 0.74 0.74 0.02
TP 0.32 0.11 0.11 0.10
Runoff from 1.1" 0.13 0.03 0.03 0.99
TOTAL AREA AGRICULTURE OPEN SPACE/MEADOW URBAN OPEN IMPERVIOUS AREA WEIGHTED CN WEIGHTED TP 1.1" RUNOFF TP LOAD
EXISTING CONDITIONS [AC] [AC] [AC] [AC] [AC] [mg/L] [AC-F7] [LBS]
HUGO 216 80 131 0 5 77 0.188 1.7 0.8
EAST 534 481 37 0 16 81 0.299 6.8 5.5
CENTRAL 438 375 52 0 11 81 0.290 5.2 4.1
WEST 229 124 95 0 10 78 0.223 2.5 1.5
TOTAL 1417 1060 315 0 42 80 0.267 16.1 12.0
EXISTING IMPERVIOUS RUNOFFVOLUME = 3.46 AC-FT
TOTAL AREA AGRICULTURE OPEN SPACE/MEADOW URBAN OPEN IMPERVIOUS AREA WEIGHTED CN WEIGHTED TP 1.1" RUNOFF TP LOAD
PROPOSED CONDITIONS [AC] [AC] [AC] [AC] [AC] [mg/L] [AC-FT] [LBS]
HUGO* 216 80 131 0 5 77 0.188 1.7 0.8
EAST 534 0 83 145 306 88 0.104 25.8 7.3
CENTRAL 438 0 97 160 181 84 0.106 15.6 4.5
WEST 229 0 0 147 82 82 0.106 7.1 2.1
TOTAL 1417 80 311 452 574 84 1 0.118 50.2 14.7
*PROPOSED CONDITIONS ASSUME NO CHANGE IN POLLUTANT LOADING FROM THE CITY OF HUGO. PROPOSED IMPERVIOUS RUNOFFVOLUME = 47.2 AC-FT
WATER QUALITY TREATMENT VOLUME REQUIREMENT 43.8 AC-FT
INCREASE IN TP WITHOUT TREATMENT 2.8 LBS
50% REDUCTION VIA WATER REUSE,TREATMENT POND OR INFILTRATION 7.4 LBS
Figures
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Figures
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LEGEND
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Single Family Detached Agricultural
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Figure 2. Existing Land Uses for the Study Area
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Industrial High-Density Residential
Commercial Multifamily 0 2,000
Mixed Use ! R j W /
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Single Family Attached Open Space/Conservation
Figure 3. Future Land Uses for the Study Area
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LEGEND IN
Area Removed from ACD 72
Area Removed from ACD 55
Benefitted Area 0 2,000
Proposed Pipe Alignment -6
Feet
Figure 4. Areas to be Served by Proposed Outfall that are Currently Served by
Anoka County Ditch 55 and 72
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Figure 5: Areas Potentially Suitable for Infiltration N
T r r Northeast Area Drainage Study n SB
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Page 1 of 11 Fig7_I nflow to Peltier
4500
Figure 7
Discharge Rate (CFS) vs Time
4000 Inflow to Peltier Lake from NE Lino Watershed and Direct Tributary Drainage Area —
3500
3000 - —
2500 —
tn
LL
U
C
3
0
2000
1500 - —
Existing Discharge
Rate to Peltier
1000 —
Proposed Discharge
Rate to Peltier
500 -
0
0.00 1.00 2.00 3.00 Time in Days 4.00 5.00 6.00 7.00
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 2 of 11 Fig8_Chart
400 ,
Figure 8
Discharge Rate (CFS) vs Time
Inflow to Peltier Lake from NE Lino Watershed and Direct Tributary Drainage Area
350 w/focus on Receeding Limb of Hydrograph —
300 — — —
I
250 - -
I
V)
LL
u
200 —
3
0
LL
150
Existing Discharge
Rate to Peltier
100 -
Proposed Discharge
Rate to Peltier
50 L -
0
0.00 1.00 2.00 3.00 Time in Days 4.00 5.00 6.00 7.00
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.x1sm
Page 3 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
0.00 0 0 0 3.122 1873.2
0.01 0 0 0 3.122 1870.5 3743.7 3743.7
0.01 0 0 0 3.113 1865.4 3735.9 3735.9
0.02 0 0 0 3.105 1860.6 3726 3726
0.03 0 0 0 3.097 1855.8 3716.4 3716.4
0.03 0 0 0 3.089 1850.7 3706.5 3706.5
0.04 0 0 0 3.08 1845.6 3696.3 3696.3
0.05 0 0 0 3.072 1840.8 3686.4 3686.4
0.06 0 0 0 3.064 1836 3676.8 3676.8
0.06 0 0 0 3.056 1830.9 3666.9 3666.9
0.07 0 0 0 3.047 1825.8 3656.7 3656.7
0.08 0 0 0 3.039 1821 3646.8 3646.8
0.08 0 0 0 3.031 1815.9 3636.9 3636.9
0.09 0 0 0 3.022 1810.8 3626.7 3626.7
0.10 0 0.6 0.6 3.014 1806 3616.8 3616.2
0.10 0.002 16.2 16.8 3.006 1846.8 3652.8 3636
0.11 0.052 103.5 119.7 3.15 2912.7 4759.5 4639.8
0.12 0.293 375 478.5 6.559 6642 9554.7 9076.2
0.13 0.957 951 1326 15.581 14169.6 20811.6 19485.6
0.13 2.213 1887 2838 31.651 24979.8 39149.4 36311.4
0.14 4.077 3159.9 5046.9 51.615 36780.6 61760.4 56713.5
0.15 6.456 4697.7 7857.6 70.987 47423.1 84203.7 76346.1
0.15 9.203 6415.5 11113.2 87.09 55743.9 103167 92053.8
0.16 12.182 8247.3 14662.8 98.723 61747.8 117491.7 102828.9
0.17 15.309 10152.9 18400.2 107.103 66247.8 127995.6 109595.4
0.17 18.534 12110.1 22263 113.723 69759.9 136007.7 113744.7
0.18 21.833 14113.8 26223.9 118.81 72511.8 142271.7 116047.8
0.19 25.213 16176.3 30290.1 122.896 74753.4 147265.2 116975.1
0.19 28.708 18315.3 34491.6 126.282 76687.8 151441.2 116949.6
0.20 32.343 20531.4 38846.7 129.344 78521.4 155209.2 116362.5
0.21 36.095 22822.8 43354.2 132.394 80348.1 158869.5 115515.3
0.22 39.981 25189.8 48012.6 135.433 82200 162548.1 114535.5
0.22 43.985 27626.1 52815.9 138.567 84063.6 166263.6 113447.7
0.23 48.102 30125.4 57751.5 141.645 85944.6 170008.2 112256.7
0.24 52.316 32681.7 62807.1 144.837 87852 173796.6 110989.5
0.24 56.623 35288.4 67970.1 148.003 89771.4 177623.4 109653.3
0.25 61.005 37942.8 73231.2 151.235 91674.6 181446 108214.8
0.26 65.471 40640.7 78583.5 154.347 93577.2 185251.8 106668.3
0.26 69.998 43407.6 84048.3 157.577 95512.5 189089.7 105041.4
0.27 74.694 46246.5 89654.1 160.798 97462.5 192975 103320.9
0.28 79.461 49117.2 95363.7 164.077 99403.5 196866 101502.3
0.28 84.263 52000.8 101118 167.268 101338.5 200742 99624
0.29 89.073 54894.6 106895.4 170.527 103291.5 204630 97734.6
0.30 93.909 57823.5 112718.1 173.778 105248.1 208539.6 95821.5
0.31 98.836 60867.9 118691.4 177.049 107202.3 212450.4 93759
0.31 104.057 64123.2 124991.1 180.292 109158 216360.3 91369.2
0.32 109.687 67532.7 131655.9 183.568 111133.8 220291.8 88635.9
0.33 115.422 70982.4 138515.1 186.878 113039.7 224173.5 85658.4
0.33 121.186 74475.3 145457.7 189.921 114837 227876.7 82419
0.34 127.065 78134.4 152609.7 192.869 116656.5 231493.5 78883.8
0.35 133.383 82231.5 160365.9 195.986 118837.2 235493.7 75127.8
0.35 140.722 87119.1 169350.6 200.138 121774.2 240611.4 71260.8
0.36 149.675 93028.2 180147.3 205.776 125758.8 247533 67385.7
0.37 160.419 99988.5 193016.7 213.42 130969.8 256728.6 63711.9
0.38 172.876 107797.2 207785.7 223.146 137329.2 268299 60513.3
0.38 186.448 116032.2 223829.4 234.618 144485.1 281814.3 57984.9
0.39 200.326 124225.2 240257.4 246.999 151981.8 296466.9 56209.5
0.40 213.758 131979.6 256204.8 259.607 159259.2 311241 55036.2
0.40 226.174 139271.4 271251 271.257 165829.2 325088.4 53837.4
0.41 238.064 146596.8 285868.2 281.507 171690.6 337519.8 51651.6
0.42 250.592 154824.9 301421.7 290.795 177399.9 349090.5 47668.8
0.42 265.491 164848.2 319673.1 300.538 183939.3 361339.2 41666.1
0.43 284.003 177116.7 341964.9 312.593 192035.4 375974.7 34009.8
0.44 306.386 191925.6 369042.3 327.525 202409.1 394444.5 25402.2
0.44 333.366 209649.6 401575.2 347.172 215601.3 418010.4 16435.2
0.45 365.466 230740.5 440390.1 371.499 231653.1 447254.4 6864.3
0.46 403.669 255979.5 486720 400.678 250860.3 482513.4 -4206.6
0.47 449.596 286749.6 542729.1 435.523 273735.3 524595.6 -18133.5
0.47 506.236 325821.3 612570.9 476.928 301346.7 575082 -37488.9
0.48 579.835 388459.2 714280.5 527.561 336181.5 637528.2 -76752.3
0.49 715.029 533633.7 922092.9 593.044 390672.6 726854.1 -195238.8
0.49 1063.75 875790 1409423.7 709.198 516542.7 907215.3 -502208.4
0.50 1855.55 1453887 2329677 1012.611 821894.4 1338437.1 -991239.9
0.51 2990.74 2117166 3571053 1727.037 1359370.5 2181264.9 -1389788.1
0.51 4066.48 2574645 4691811 2804.198 1977840 3337210.5 -1354600.5
0.52 4515.67 2644464 5219109 3788.602 2388016.5 4365856.5 -853252.5
0.53 4299.21 2389128 5033592 4171.453 2418432.9 4806449.4 -227142.6
0.53 3664.55 1977795 4366923 3889.99 2135919.3 4554352.2 187429.2
0.54 2928.1 1583205 3561000 3229.741 1745470.5 3881389.8 320389.8
0.55 2349.25 1282509 2865714 2588.494 1402187.1 3147657.6 281943.6
0.56 1925.78 1057962 2340471 2085.463 1140736.2 2542923.3 202452.3
0.56 1600.76 886827 1944789 1716.991 945369.3 2086105.5 141316.5
0.57 1355.33 756162 1642989 1434.24 797419.5 1742788.8 99799.8
0.58 1165.21 654567 1410729 1223.825 684775.8 1482195.3 71466.3
0.58 1016.68 570057.3 1224624.3 1058.761 599106.3 1283882.1 59257.8
0.59 883.511 496011.3 1066068.6 938.26 535708.5 1134814.8 68746.2
0.60 769.86 441621.6 937632.9 847.435 486753.6 1022462.1 84829.2
0.60 702.212 405419.1 847040.7 775.077 447918.3 934671.9 87631.2
0.61 649.185 376842.9 782262 717.984 417439.2 865357.5 83095.5
0.62 606.958 353595.9 730438.8 673.48 393400.5 810839.7 80400.9
0.62 571.695 334038.3 687634.2 637.855 373786.5 767187 79552.8
0.63 541.766 317906.1 651944.4 608.1 357255.3 731041.8 79097.4
0.64 517.921 304960.2 622866.3 582.751 343768.5 701023.8 78157.5
0.65 498.613 293844.3 598804.5 563.144 333346.5 677115 78310.5
0.65 480.868 283539.3 577383.6 548.011 324642.6 657989.1 80605.5
0.66 464.263 273836.7 557376 534.131 316413.6 641056.2 83680.2
0.67 448.526 264600 538436.7 520.581 308454 624867.6 86430.9
0.67 433.474 255882.3 520482.3 507.599 300774.3 609228.3 88746
0.68 419.467 247804.5 503686.8 494.982 293428.2 594202.5 90515.7
0.69 406.548 240488.1 488292.6 483.112 286569 579997.2 91704.6
0.69 395.079 234024.3 474512.4 472.118 280394.4 566963.4 92451
0.70 385.002 228375.6 462399.9 462.53 275080.5 555474.9 93075
0.71 376.25 223432.8 451808.4 454.405 270491.7 545572.2 93763.8
0.72 368.526 219006.6 442439.4 447.234 266387.1 536878.8 94439.4
0.72 361.496 214913.1 433919.7 440.723 262581 528968.1 95048.4
0.73 354.881 211056.6 425969.7 434.547 258989.4 521570.4 95600.7
0.74 348.641 207382.8 418439.4 428.751 255623.1 514612.5 96173.1
0.74 342.635 203828.4 411211.2 423.326 252464.4 508087.5 96876.3
0.75 336.793 200355.9 404184.3 418.222 249459.9 501924.3 97740
0.76 331.06 196938.6 397294.5 413.311 246479.7 495939.6 98645.1
0.76 325.402 193560.3 390498.9 408.288 243509.7 489989.4 99490.5
0.77 319.799 190241.7 383802 403.411 240604.5 484114.2 100312.2
0.78 314.34 187005 377246.7 398.604 237741.6 478346.1 101099.4
0.78 309.01 183810.9 370815.9 393.868 234903.9 472645.5 101829.6
0.79 303.693 180623.1 364434 389.145 232005.6 466909.5 102475.5
0.80 298.384 177426.9 358050 384.207 229027.8 461033.4 102983.4
0.81 293.039 174210.6 351637.5 379.219 226020 455047.8 103410.3
0.81 287.663 170976 345186.6 374.181 223030.8 449050.8 103864.2
0.82 282.257 167723.1 338699.1 369.255 220085.1 443115.9 104416.8
0.83 276.82 164451.9 332175 364.362 217133.4 437218.5 105043.5
0.83 271.353 161169.3 325621.2 359.416 212638.5 429771.9 104150.7
0.84 265.878 157916.4 319085.7 349.379 210856.5 423495 104409.3
0.85 260.51 154799.7 312716.1 353.476 210222.9 421079.4 108363.3
0.85 255.489 151945.5 306745.2 347.267 206813.1 417036 110290.8
0.86 250.996 149434.8 301380.3 342.11 203986.2 410799.3 109419
0.87 247.12 147263.7 296698.5 337.844 201602.7 405588.9 108890.4
0.87 243.759 145362.9 292626.6 334.165 199560.6 401163.3 108536.7
0.88 240.784 143661.3 289024.2 331.037 197803.2 397363.8 108339.6
0.89 238.087 142100.7 285762 328.307 196241.7 394044.9 108282.9
0.90 235.582 140658.3 282759 325.832 194811.3 391053 108294
0.90 233.279 139323.3 279981.6 323.539 193515.6 388326.9 108345.3
0.91 231.132 138054.9 277378.2 321.513 192374.4 385890 108511.8
0.92 229.051 136821.6 274876.5 319.735 191312.1 383686.5 108810
0.92 227.021 135614.4 272436 317.972 190287.6 381599.7 109163.7
0.93 225.027 134426.4 270040.8 316.32 189271.8 379559.4 109518.6
0.94 223.061 133252.8 267679.2 314.586 188210.4 377482.2 109803
0.94 221.115 132086.4 265339.2 312.782 187110.9 375321.3 109982.1
0.95 219.173 130925.4 263011.8 310.921 186027.9 373138.8 110127
0.96 217.245 129772.8 260698.2 309.172 185014.8 371042.7 110344.5
0.97 215.331 128629.5 258402.3 307.544 184057.2 369072 110669.7
0.97 213.434 127497.6 256127.1 305.98 183078.9 367136.1 111009
0.98 211.558 126379.8 253877.4 304.283 182044.2 365123.1 111245.7
0.99 209.708 125279.4 251659.2 302.531 181026 363070.2 111411
0.99 207.89 124146.6 249426 300.889 180072.3 361098.3 111672.3
1.00 205.932 122080.2 246226.8 299.352 179100.9 359173.2 112946.4
1.01 201.002 117327.9 239408.1 297.651 177483.6 356584.5 117176.4
1.01 190.091 108440.4 225768.3 293.961 173777.1 351260.7 125492.4
1.02 171.377 96115.2 204555.6 285.296 166506.9 340284 135728.4
1.03 149.007 83054.1 179169.3 269.727 156114.6 322621.5 143452.2
1.03 127.84 71441.4 154495.5 250.655 144848.4 300963 146467.5
1.04 110.298 62352 133793.4 232.173 134684.4 279532.8 145739.4
1.05 97.542 55779 118131 216.775 126758.1 261442.5 143311.5
1.06 88.388 50961.6 106740.6 205.752 121114.2 247872.3 141131.7
1.06 81.484 47301.9 98263.5 197.962 117032.1 238146.3 139882.8
1.07 76.189 44467.2 91769.1 192.145 113983.8 231015.9 139246.8
1.08 72.035 42214.5 86681.7 187.801 111656.7 225640.5 138958.8
1.08 68.68 40368 82582.5 184.388 109799.1 221455.8 138873.3
1.09 65.88 38804.4 79172.4 181.609 108245.4 218044.5 138872.1
1.10 63.468 37432.5 76236.9 179.209 106875.9 215121.3 138884.4
1.10 61.307 36177.6 73610.1 177.044 105624.3 212500.2 138890.1
1.11 59.285 34966.8 71144.4 175.037 104454.3 210078.6 138934.2
1.12 57.271 33740.1 68706.9 173.144 103341.9 207796.2 139089.3
1.13 55.196 32462.7 66202.8 171.329 102272.1 205614 139411.2
1.13 53.013 31131.9 63594.6 169.578 101469.6 203741.7 140147.1
1.14 50.76 29600.7 60732.6 168.654 100674.6 202144.2 141411.6
1.15 47.909 28261.8 57862.5 166.928 99937.2 200611.8 142749.3
1.15 46.297 27393.9 55655.7 166.196 99160.8 199098 143442.3
1.16 45.016 26727.6 54121.5 164.34 98313.3 197474.1 143352.6
1.17 44.076 26243.4 52971 163.371 97491 195804.3 142833.3
1.17 43.402 25874.4 52117.8 161.599 96639.6 194130.6 142012.8
1.18 42.846 25550.4 51424.8 160.533 95977.8 192617.4 141192.6
1.19 42.322 25243.8 50794.2 159.393 94999.2 190977 140182.8
1.19 41.824 24980.7 50224.5 157.271 93925.2 188924.4 138699.9
1.20 41.445 24757.2 49737.9 155.813 92973.3 186898.5 137160.6
1.21 41.079 24517.2 49274.4 154.098 91626.9 184600.2 135325.8
1.22 40.645 24258 48775.2 151.325 90125.1 181752 132976.8
1.22 40.215 24001.5 48259.5 149.092 88719.3 178844.4 130584.9
1.23 39.79 23748.9 47750.4 146.639 87268.2 175987.5 128237.1
1.24 39.373 23500.5 47249.4 144.255 85617 172885.2 125635.8
1.24 38.962 23255.1 46755.6 141.135 84062.1 169679.1 122923.5
1.25 38.555 23012.7 46267.8 139.072 82899 166961.1 120693.3
1.26 38.154 22774.5 45787.2 137.258 81625.5 164524.5 118737.3
1.26 37.761 22539.6 45314.1 134.827 80457.9 162083.4 116769.3
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 4 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
1.27 37.371 22305.3 44844.9 133.366 79402.2 159860.1 115015.2
1.28 36.98 22071.6 44376.9 131.308 78412.5 157814.7 113437.8
1.28 36.592 21839.4 43911 130.067 77709.6 156122.1 112211.1
1.29 36.206 21608.4 43447.8 128.965 76833.6 154543.2 111095.4
1.30 35.822 21376.5 42984.9 127.147 76013.1 152846.7 109861.8
1.31 35.433 21143.1 42519.6 126.23 75236.4 151249.5 108729.9
1.31 35.044 20908.8 42051.9 124.558 74469.9 149706.3 107654.4
1.32 34.652 20670.9 41579.7 123.675 73743 148212.9 106633.2
1.33 34.251 20427.3 41098.2 122.135 73036.8 146779.8 105681.6
1.33 33.84 20178.3 40605.6 121.321 72591 145627.8 105022.2
1.34 33.421 19923.3 40101.6 120.649 71964.9 144555.9 104454.3
1.35 32.99 19651.2 39574.5 119.234 71127 143091.9 103517.4
1.35 32.514 19355.4 39006.6 117.856 70541.7 141668.7 102662.1
1.36 32.004 19043.7 38399.1 117.283 69968.1 140509.8 102110.7
1.37 31.475 18722.4 37766.1 115.944 69418.8 139386.9 101620.8
1.38 30.933 18390.9 37113.3 115.452 68877 138295.8 101182.5
1.38 30.37 18129.9 36520.8 114.138 68322.3 137199.3 100678.5
1.39 30.063 17906.4 36036.3 113.603 67781.1 136103.4 100067.1
1.40 29.625 17632.5 35538.9 112.334 67250.4 135031.5 99492.6
1.40 29.15 17337 34969.5 111.834 66731.4 133981.8 99012.3
1.41 28.64 17021.4 34358.4 110.604 66224.1 132955.5 98597.1
1.42 28.098 16686.3 33707.7 110.143 65726.1 131950.2 98242.5
1.42 27.523 16327.2 33013.5 108.944 65239.5 130965.6 97952.1
1.43 26.901 15916.5 32243.7 108.521 64759.8 129999.3 97755.6
1.44 26.154 15430.8 31347.3 107.345 64084.8 128844.6 97497.3
1.44 25.282 14891.1 30321.9 106.271 63622.2 127707 97385.1
1.45 24.355 14317.5 29208.6 105.803 63165.3 126787.5 97578.9
1.46 23.37 13700.7 28018.2 104.748 62754.3 125919.6 97901.4
1.47 22.299 13016.1 26716.8 104.433 62337.9 125092.2 98375.4
1.47 21.088 12208.2 25224.3 103.36 61956 124293.9 99069.6
1.48 19.606 8765.7 20973.9 103.16 61563.9 123519.9 102546
1.49 9.613 5737.2 14502.9 102.053 60929.1 122493 107990.1
1.49 9.511 5677.5 11414.7 101.044 60564 121493.1 110078.4
1.50 9.414 5619.9 11297.4 100.836 60151.8 120715.8 109418.4
1.51 9.319 5564.7 11184.6 99.67 59490.3 119642.1 108457.5
1.51 9.23 5512.5 11077.2 98.631 59065.8 118556.1 107478.9
1.52 9.145 5457.6 10970.1 98.255 58666.5 117732.3 106762.2
1.53 9.047 5395.5 10853.1 97.3 58296.3 116962.8 106109.7
1.53 8.938 5324.1 10719.6 97.021 57927.9 116224.2 105504.6
1.54 8.809 4744.2 10068.3 96.072 57382.5 115310.4 105242.1
1.55 7.005 3815.7 8559.9 95.203 57033 114415.5 105855.6
1.56 5.714 3405.3 7221 94.907 56682.6 113715.6 106494.6
1.56 5.637 3370.5 6775.8 94.035 56359.8 113042.4 106266.6
1.57 5.598 3349.5 6720 93.831 56034.3 112394.1 105674.1
1.58 5.567 3332.1 6681.6 92.95 55529.1 111563.4 104881.8
1.58 5.54 3316.2 6648.3 92.147 55228.5 110757.6 104109.3
1.59 5.514 3301.5 6617.7 91.948 54921.9 110150.4 103532.7
1.60 5.491 3287.7 6589.2 91.125 54448.2 109370.1 102780.9
1.60 5.468 3274.5 6562.2 90.369 54163.8 108612 102049.8
1.61 5.447 3262.2 6536.7 90.177 53871.3 108035.1 101498.4
1.62 5.427 3250.5 6512.7 89.394 53419.8 107291.1 100778.4
1.63 5.408 3239.4 6489.9 88.672 53184.6 106604.4 100114.5
1.63 5.39 3228.9 6468.3 88.61 52931.7 106116.3 99648
1.64 5.373 3219 6447.9 87.829 52482.3 105414 98966.1
1.65 5.357 3209.7 6428.7 87.112 52066.8 104549.1 98120.4
1.65 5.342 3200.7 6410.4 86.444 51861 103927.8 97517.4
1.66 5.327 3192 6392.7 86.426 51635.4 103496.4 97103.7
1.67 5.313 3183.9 6375.9 85.692 51210.6 102846 96470.1
1.67 5.3 3176.4 6360.3 85.01 50814.6 102025.2 95664.9
1.68 5.288 3168.9 6345.3 84.372 50581.8 101396.4 95051.1
1.69 5.275 3161.1 6330 84.234 50335.2 100917 94587
1.69 5.262 3153.9 6315 83.55 49938.6 100273.8 93958.8
1.70 5.251 3147.6 6301.5 82.912 49750.5 99689.1 93387.6
1.71 5.241 3141.9 6289.5 82.923 49539.9 99290.4 93000.9
1.72 5.232 3136.5 6278.4 82.21 49128.9 98668.8 92390.4
1.72 5.223 3131.1 6267.6 81.553 48748.2 97877.1 91609.5
1.73 5.214 3126 6257.1 80.941 48574.5 97322.7 91065.6
1.74 5.206 3121.2 6247.2 80.974 48376.5 96951 90703.8
1.74 5.198 3116.4 6237.6 80.281 47977.2 96353.7 90116.1
1.75 5.19 3111.9 6228.3 79.643 47607.3 95584.5 89356.2
1.76 5.183 3107.7 6219.6 79.048 47412.3 95019.6 88800
1.76 5.176 3103.5 6211.2 78.993 47199.9 94612.2 88401
1.77 5.169 3099.3 6202.8 78.34 46824.6 94024.5 87821.7
1.78 5.162 3095.4 6194.7 77.742 46481.7 93306.3 87111.6
1.78 5.156 3091.8 6187.2 77.197 46297.2 92778.9 86591.7
1.79 5.15 3088.2 6180 77.127 46090.5 92387.7 86207.7
1.80 5.144 3084.9 6173.1 76.508 45732 91822.5 85649.4
1.81 5.139 3081.6 6166.5 75.932 45396.6 91128.6 84962.1
1.81 5.133 3078.3 6159.9 75.39 45202.8 90599.4 84439.5
1.82 5.128 3075 6153.3 75.286 44994.9 90197.7 84044.4
1.83 5.122 3071.7 6146.7 74.697 44653.2 89648.1 83501.4
1.83 5.117 3068.7 6140.4 74.147 44476.8 89130 82989.6
1.84 5.112 3065.7 6134.4 74.109 44284.8 88761.6 82627.2
1.85 5.107 3063 6128.7 73.507 43938 88222.8 82094.1
1.85 5.103 3060.3 6123.3 72.953 43615.2 87553.2 81429.9
1.86 5.098 3057.6 6117.9 72.431 43443 87058.2 80940.3
1.87 5.094 3055.2 6112.8 72.379 43255.8 86698.8 80586
1.87 5.09 3052.8 6108 71.807 42923.1 86178.9 80070.9
1.88 5.086 3050.4 6103.2 71.27 42610.5 85533.6 79430.4
1.89 5.082 3048.3 6098.7 70.765 42441.6 85052.1 78953.4
1.90 5.079 3046.2 6094.5 70.707 42257.7 84699.3 78604.8
1.90 5.075 3043.8 6090 70.152 41937 84194.7 78104.7
1.91 5.071 3041.7 6085.5 69.638 41637 83574 77488.5
1.92 5.068 3039.6 6081.3 69.152 41508.6 83145.6 77064.3
1.92 5.064 3037.5 6077.1 69.21 41357.4 82866 76788.9
1.93 5.061 3035.7 6073.2 68.648 41032.5 82389.9 76316.7
1.94 5.058 3033.9 6069.6 68.127 40730.4 81762.9 75693.3
1.94 5.055 3031.8 6065.7 67.641 40446.3 81176.7 75111
1.95 5.051 3029.7 6061.5 67.18 40299.3 80745.6 74684.1
1.96 5.048 3027.9 6057.6 67.151 40136.1 80435.4 74377.8
1.97 5.045 3026.1 6054 66.636 39837.6 79973.7 73919.7
1.97 5.042 3024.6 6050.7 66.156 39557.4 79395 73344.3
1.98 5.04 3023.1 6047.7 65.702 39420 78977.4 72929.7
1.99 5.037 3021.3 6044.4 65.698 39265.5 78685.5 72641.1
1.99 5.034 3019.5 6040.8 65.187 38969.7 78235.2 72194.4
2.00 5.031 3018 6037.5 64.712 38693.1 77662.8 71625.3
2.01 5.029 3016.5 6034.5 64.265 38431.8 77124.9 71090.4
2.01 5.026 3014.7 6031.2 63.841 38289.9 76721.7 70690.5
2.02 5.023 3013.2 6027.9 63.792 38134.2 76424.1 70396.2
2.03 5.021 3011.7 6024.9 63.322 37861.5 75995.7 69970.8
2.03 5.018 3010.2 6021.9 62.883 37605 75466.5 69444.6
2.04 5.016 3009 6019.2 62.467 37524 75129 69109.8
2.05 5.014 3007.5 6016.5 62.613 37418.7 74942.7 68926.2
2.06 5.011 3006 6013.5 62.116 37142.4 74561.1 68547.6
2.06 5.009 3004.5 6010.5 61.692 37056.3 74198.7 68188.2
2.07 5.006 3003 6007.5 61.829 36743.1 73799.4 67791.9
2.08 5.004 3001.5 6004.5 60.648 36377.7 73120.8 67116.3
2.08 5.001 3000 6001.5 60.611 36528.3 72906 66904.5
2.09 4.999 2998.8 5998.8 61.15 36333.9 72862.2 66863.4
2.10 4.997 2997.6 5996.4 59.963 35940.3 72274.2 66277.8
2.10 4.995 2996.4 5994 59.838 35678.4 71618.7 65624.7
2.11 4.993 2995.2 5991.6 59.09 35425.2 71103.6 65112
2.12 4.991 2994 5989.2 58.994 35280.3 70705.5 64716.3
2.13 4.989 2992.8 5986.8 58.607 35020.2 70300.5 64313.7
2.13 4.987 2991.6 5984.4 58.127 34842.3 69862.5 63878.1
2.14 4.985 2990.4 5982 58.014 34661.1 69503.4 63521.4
2.15 4.983 2989.2 5979.6 57.523 34430.4 69091.5 63111.9
2.15 4.981 2988.3 5977.5 57.245 34336.2 68766.6 62789.1
2.16 4.98 2987.4 5975.7 57.209 34143 68479.2 62503.5
2.17 4.978 2986.2 5973.6 56.601 33952.2 68095.2 62121.6
2.17 4.976 2985 5971.2 56.573 33840 67792.2 61821
2.18 4.974 2984.1 5969.1 56.227 33634.8 67474.8 61505.7
2.19 4.973 2983.2 5967.3 55.889 33801.9 67436.7 61469.4
2.19 4.971 2982 5965.2 56.784 33622.5 67424.4 61459.2
2.20 4.969 2981.1 5963.1 55.291 33099.6 66722.1 60759
2.21 4.968 2980.2 5961.3 55.041 32871 65970.6 60009.3
2.22 4.966 2979 5959.2 54.529 32623.5 65494.5 59535.3
2.22 4.964 2978.1 5957.1 54.216 32584.5 65208 59250.9
2.23 4.963 2977.2 5955.3 54.399 32408.4 64992.9 59037.6
2.24 4.961 2976.3 5953.5 53.629 32129.7 64538.1 58584.6
2.24 4.96 2975.4 5951.7 53.47 31999.2 64128.9 58177.2
2.25 4.958 2974.5 5949.9 53.194 31835.4 63834.6 57884.7
2.26 4.957 2973.6 5948.1 52.924 31630.8 63466.2 57518.1
2.26 4.955 2972.7 5946.3 52.512 31501.2 63132 57185.7
2.27 4.954 2972.1 5944.8 52.492 31337.1 62838.3 56893.5
2.28 4.953 2971.2 5943.3 51.965 31129.5 62466.6 56523.3
2.28 4.951 2970.3 5941.5 51.8 31042.2 62171.7 56230.2
2.29 4.95 2969.4 5939.7 51.674 30861.9 61904.1 55964.4
2.30 4.948 2968.5 5937.9 51.199 30697.2 61559.1 55621.2
2.31 4.947 2967.9 5936.4 51.125 30556.2 61253.4 55317
2.31 4.946 2967 5934.9 50.729 30323.7 60879.9 54945
2.32 4.944 2966.1 5933.1 50.35 30229.5 60553.2 54620.1
2.33 4.943 2965.5 5931.6 50.415 30114.3 60343.8 54412.2
2.33 4.942 2964.6 5930.1 49.966 30294 60408.3 54478.2
2.34 4.94 2963.7 5928.3 51.014 30119.4 60413.4 54485.1
2.35 4.939 2963.1 5926.8 49.384 29646.9 59766.3 53839.5
2.35 4.938 2962.2 5925.3 49.439 29486.4 59133.3 53208
2.36 4.936 2961.3 5923.5 48.849 29247 58733.4 52809.9
2.37 4.935 2960.7 5922 48.641 29078.1 58325.1 52403.1
2.38 4.934 2960.1 5920.8 48.286 28873.5 57951.6 52030.8
2.38 4.933 2959.2 5919.3 47.959 28735.2 57608.7 51689.4
2.39 4.931 2958.3 5917.5 47.825 28601.4 57336.6 51419.1
2.40 4.93 2957.7 5916 47.513 28455 57056.4 51140.4
2.40 4.929 2956.8 5914.5 47.337 29191.2 57646.2 51731.7
2.41 4.927 2955.9 5912.7 49.967 29075.4 58266.6 52353.9
2.42 4.926 2955.3 5911.2 46.951 28134.3 57209.7 51298.5
2.42 4.925 2954.7 5910 46.83 27915 56049.3 50139.3
2.43 4.924 2954.1 5908.8 46.22 27686.1 55601.1 49692.3
2.44 4.923 2953.2 5907.3 46.067 27919.2 55605.3 49698
2.44 4.921 2952.3 5905.5 46.997 27750.6 55669.8 49764.3
2.45 4.92 2951.7 5904 45.505 27278.7 55029.3 49125.3
2.46 4.919 2951.1 5902.8 45.424 27216.6 54495.3 48592.5
2.47 4.918 2950.2 5901.3 45.298 27036.9 54253.5 48352.2
2.47 4.916 2949.3 5899.5 44.825 26832.3 53869.2 47969.7
2.48 4.915 2948.7 5898 44.616 28239.6 55071.9 49173.9
2.49 4.914 2948.1 5896.8 49.516 29037.6 57277.2 51380.4
2.49 4.913 2947.5 5895.6 47.276 27754.8 56792.4 50896.8
2.50 4.912 2946.9 5894.4 45.24 26553 54307.8 48413.4
2.51 4.911 2946 5892.9 43.27 25594.5 52147.5 46254.6
2.51 4.909 2945.1 5891.1 42.045 30070.8 55665.3 49774.2
2.52 4.908 2944.5 5889.6 58.191 34110 64180.8 58291.2
2.53 4.907 2943.9 5888.4 55.509 32289 66399 60510.6
2.53 4.906 2943.3 5887.2 52.121 1 29832.9 1 62121.9 1 56234.7
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 5 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
2.54 4.905 2942.7 5886 47.322 28508.4 58341.3 52455.3
2.55 4.904 2941.8 5884.5 47.706 28973.1 57481.5 51597
2.56 4.902 2940.9 5882.7 48.871 29644.2 58617.3 52734.6
2.56 4.901 2940.3 5881.2 49.943 30261.6 59905.8 54024.6
2.57 4.9 2939.7 5880 50.929 30829.5 61091.1 55211.1
2.58 4.899 2939.1 5878.8 51.836 31351.8 62181.3 56302.5
2.58 4.898 2938.5 5877.6 52.67 31831.5 63183.3 57305.7
2.59 4.897 2937.9 5876.4 53.435 32271.3 64102.8 58226.4
2.60 4.896 2937 5874.9 54.136 32674.5 64945.8 59070.9
2.60 4.894 2936.1 5873.1 54.779 33043.5 65718 59844.9
2.61 4.893 2935.5 5871.6 55.366 33380.4 66423.9 60552.3
2.62 4.892 2934.9 5870.4 55.902 33687.6 67068 61197.6
2.63 4.891 2934.3 5869.2 56.39 33966.9 67654.5 61785.3
2.63 4.89 2933.7 5868 56.833 34220.4 68187.3 62319.3
2.64 4.889 2933.1 5866.8 57.235 34449.9 68670.3 62803.5
2.65 4.888 2932.5 5865.6 57.598 34656.9 69106.8 63241.2
2.65 4.887 2931.6 5864.1 57.925 34842.6 69499.5 63635.4
2.66 4.885 2930.7 5862.3 58.217 35002.5 69845.1 63982.8
2.67 4.884 2930.1 5860.8 58.458 35133.9 70136.4 64275.6
2.67 4.883 2929.5 5859.6 58.655 35241.9 70375.8 64516.2
2.68 4.882 2928.9 5858.4 58.818 35330.7 70572.6 64714.2
2.69 4.881 2928.3 5857.2 58.951 35402.4 70733.1 64875.9
2.69 4.88 2927.7 5856 59.057 35457.9 70860.3 65004.3
2.70 4.879 2927.1 5854.8 59.136 35497.8 70955.7 65100.9
2.71 4.878 2926.5 5853.6 59.19 35523.3 71021.1 65167.5
2.72 4.877 2925.9 5852.4 59.221 35535.3 71058.6 65206.2
2.72 4.876 2925 5850.9 59.23 35534.1 71069.4 65218.5
2.73 4.874 2924.1 5849.1 59.217 35522.4 71056.5 65207.4
2.74 4.873 2923.5 5847.6 59.191 35501.4 71023.8 65176.2
2.74 4.872 2922.9 5846.4 59.147 35469.6 70971 65124.6
2.75 4.871 2922.3 5845.2 59.085 35427.6 70897.2 65052
2.76 4.87 2921.7 5844 59.007 35378.4 70806 64962
2.76 4.869 2921.1 5842.8 58.921 35324.7 70703.1 64860.3
2.77 4.868 2920.5 5841.6 58.828 35265 70589.7 64748.1
2.78 4.867 2919.9 5840.4 58.722 35197.8 70462.8 64622.4
2.78 4.866 2919.3 5839.2 58.604 35124.3 70322.1 64482.9
2.79 4.865 2918.7 5838 58.477 35045.1 70169.4 64331.4
2.80 4.864 2917.8 5836.5 58.34 34959 70004.1 64167.6
2.81 4.862 2916.9 5834.7 58.19 34868.1 69827.1 63992.4
2.81 4.861 2916.3 5833.2 58.037 34775.7 69643.8 63810.6
2.82 4.86 2915.7 5832 57.882 34682.4 69458.1 63626.1
2.83 4.859 2915.1 5830.8 57.726 34588.5 69270.9 63440.1
2.83 4.858 2914.5 5829.6 57.569 34492.2 69080.7 63251.1
2.84 4.857 2913.9 5828.4 57.405 34390.8 68883 63054.6
2.85 4.856 2913.3 5827.2 57.231 34285.2 68676 62848.8
2.85 4.855 2912.7 5826 57.053 34176.3 68461.5 62635.5
2.86 4.854 2912.1 5824.8 56.868 34065.3 68241.6 62416.8
2.87 4.853 2911.2 5823.3 56.683 33954.6 68019.9 62196.6
2.88 4.851 2910.3 5821.5 56.499 33842.7 67797.3 61975.8
2.88 4.85 2909.7 5820 56.31 33728.4 67571.1 61751.1
2.89 4.849 2909.1 5818.8 56.118 33612.9 67341.3 61522.5
2.90 4.848 2908.5 5817.6 55.925 33496.5 67109.4 61291.8
2.90 4.847 2907.9 5816.4 55.73 33378.6 66875.1 61058.7
2.91 4.846 2907.3 5815.2 55.532 33258.6 66637.2 60822
2.92 4.845 2906.7 5814 55.33 33135.6 66394.2 60580.2
2.92 4.844 2906.1 5812.8 55.122 33011.1 66146.7 60333.9
2.93 4.843 2905.5 5811.6 54.915 32888.1 65899.2 60087.6
2.94 4.842 2904.9 5810.4 54.712 32767.2 65655.3 59844.9
2.94 4.841 2904.3 5809.2 54.512 32648.4 65415.6 59606.4
2.95 4.84 2903.7 5808 54.316 32531.7 65180.1 59372.1
2.96 4.839 2903.1 5806.8 54.123 32416.8 64948.5 59141.7
2.97 4.838 2902.5 5805.6 53.933 32303.4 64720.2 58914.6
2.97 4.837 2901.9 5804.4 53.745 32191.8 64495.2 58690.8
2.98 4.836 2901.3 5803.2 53.561 32081.7 64273.5 58470.3
2.99 4.835 2900.7 5802 53.378 31971.9 64053.6 58251.6
2.99 4.834 2900.1 5800.8 53.195 31859.1 63831 58030.2
3.00 4.833 2899.5 5799.6 53.002 31741.5 63600.6 57801
3.01 4.832 2898.9 5798.4 52.803 31620.6 63362.1 57563.7
3.01 4.831 2898 5796.9 52.599 31496.1 63116.7 57319.8
3.02 4.829 2897.1 5795.1 52.388 30192.9 61689 55893.9
3.03 4.828 2896.5 5793.6 48.255 28824.3 59017.2 53223.6
3.03 4.827 2895.9 5792.4 47.826 28632.9 57457.2 51664.8
3.04 4.826 2895.3 5791.2 47.617 28508.4 57141.3 51350.1
3.05 4.825 2895 5790.3 47.411 28385.4 56893.8 51103.5
3.06 4.825 2894.7 5789.7 47.207 28264.2 56649.6 50859.9
3.06 4.824 2894.1 5788.8 47.007 28145.1 56409.3 50620.5
3.07 4.823 2893.5 5787.6 46.81 28028.1 56173.2 50385.6
3.08 4.822 2892.9 5786.4 46.617 27912.6 55940.7 50154.3
3.08 4.821 2892.3 5785.2 46.425 27798.3 55710.9 49925.7
3.09 4.82 2891.7 5784 46.236 27685.8 55484.1 49700.1
3.10 4.819 2891.1 5782.8 46.05 27574.2 55260 49477.2
3.10 4.818 2890.5 5781.6 45.864 27464.1 55038.3 49256.7
3.11 4.817 2889.9 5780.4 45.683 27354.6 54818.7 49038.3
3.12 4.816 2889.3 5779.2 45.499 27243.6 54598.2 48819
3.13 4.815 2888.7 5778 45.313 27130.5 54374.1 48596.1
3.13 4.814 2888.1 5776.8 45.122 27014.1 54144.6 48367.8
3.14 4.813 2887.5 5775.6 44.925 26894.1 53908.2 48132.6
3.15 4.812 2886.9 5774.4 44.722 26769.9 53664 47889.6
3.15 4.811 2886.3 5773.2 44.511 26637.6 53407.5 47634.3
3.16 4.81 2885.7 5772 44.281 26294.1 52931.7 47159.7
3.17 4.809 2885.1 5770.8 43.366 25749.3 52043.4 46272.6
3.17 4.808 2884.5 5769.6 42.465 25421.4 51170.7 45401.1
3.18 4.807 2883.9 5768.4 42.273 25317.3 50738.7 44970.3
3.19 4.806 2883.3 5767.2 42.118 25226.4 50543.7 44776.5
3.19 4.805 2882.7 5766 41.97 25137.9 50364.3 44598.3
3.20 4.804 2882.1 5764.8 41.823 25051.5 50189.4 44424.6
3.21 4.803 2881.5 5763.6 41.682 24966.9 50018.4 44254.8
3.22 4.802 2880.9 5762.4 41.541 24883.2 49850.1 44087.7
3.22 4.801 2880.3 5761.2 41.403 24800.4 49683.6 43922.4
3.23 4.8 2879.7 5760 41.265 24717.6 49518 43758
3.24 4.799 2879.1 5758.8 41.127 24635.7 49353.3 43594.5
3.24 4.798 2878.5 5757.6 40.992 24555.3 49191 43433.4
3.25 4.797 2877.9 5756.4 40.859 24475.5 49030.8 43274.4
3.26 4.796 2877.3 5755.2 40.726 24395.7 48871.2 43116
3.26 4.795 2876.7 5754 40.593 24316.8 48712.5 42958.5
3.27 4.794 2876.1 5752.8 40.463 24238.8 48555.6 42802.8
3.28 4.793 2875.5 5751.6 40.333 24160.8 48399.6 42648
3.28 4.792 2874.9 5750.4 40.203 24083.1 48243.9 42493.5
3.29 4.791 2874.3 5749.2 40.074 24005.4 48088.5 42339.3
3.30 4.79 2873.7 5748 39.944 23927.4 47932.8 42184.8
3.31 4.789 2873.1 5746.8 39.814 23850.3 47777.7 42030.9
3.31 4.788 2872.5 5745.6 39.687 23774.7 47625 41879.4
3.32 4.787 2871.9 5744.4 39.562 23700.6 47475.3 41730.9
3.33 4.786 2871.3 5743.2 39.44 23627.7 47328.3 41585.1
3.33 4.785 2870.7 5742 39.319 23555.7 47183.4 41441.4
3.34 4.784 2870.1 5740.8 39.2 23485.5 47041.2 41300.4
3.35 4.783 2869.5 5739.6 39.085 23416.5 46902 41162.4
3.35 4.782 2868.9 5738.4 38.97 23348.4 46764.9 41026.5
3.36 4.781 2868.3 5737.2 38.858 23280.9 46629.3 40892.1
3.37 4.78 2867.7 5736 38.745 23214.3 46495.2 40759.2
3.38 4.779 2867.1 5734.8 38.636 23148.9 46363.2 40628.4
3.38 4.778 2866.5 5733.6 38.527 23082.9 46231.8 40498.2
3.39 4.777 2865.9 5732.4 38.416 23015.1 46098 40365.6
3.40 4.776 2865.3 5731.2 38.301 22944.9 45960 40228.8
3.40 4.775 2864.7 5730 38.182 22872.6 45817.5 40087.5
3.41 4.774 2864.1 5728.8 38.06 22799.7 45672.3 39943.5
3.42 4.773 2863.5 5727.6 37.939 22727.4 45527.1 39799.5
3.42 4.772 2862.6 5726.1 37.819 22654.8 45382.2 39656.1
3.43 4.77 2861.7 5724.3 37.697 22581.6 45236.4 39512.1
3.44 4.769 2861.1 5722.8 37.575 22509 45090.6 39367.8
3.44 4.768 2860.5 5721.6 37.455 22437.3 44946.3 39224.7
3.45 4.767 2859.9 5720.4 37.336 22368.3 44805.6 39085.2
3.46 4.766 2859.3 5719.2 37.225 22302 44670.3 38951.1
3.47 4.765 2858.7 5718 37.115 22235.1 44537.1 38819.1
3.47 4.764 2858.1 5716.8 37.002 22165.8 44400.9 38684.1
3.48 4.763 2857.5 5715.6 36.884 22095 44260.8 38545.2
3.49 4.762 2856.9 5714.4 36.766 22024.2 44119.2 38404.8
3.49 4.761 2856.3 5713.2 36.648 21954.3 43978.5 38265.3
3.50 4.76 2855.7 5712 36.533 21886.2 43840.5 38128.5
3.51 4.759 2855.1 5710.8 36.421 21819.3 43705.5 37994.7
3.51 4.758 2854.5 5709.6 36.31 21753.6 43572.9 37863.3
3.52 4.757 2853.9 5708.4 36.202 21689.7 43443.3 37734.9
3.53 4.756 2853.3 5707.2 36.097 21627.6 43317.3 37610.1
3.53 4.755 2852.7 5706 35.995 21567 43194.6 37488.6
3.54 4.754 2852.1 5704.8 35.895 21507 43074 37369.2
3.55 4.753 2851.5 5703.6 35.795 21447.3 42954.3 37250.7
3.56 4.752 2850.6 5702.1 35.696 21388.5 42835.8 37133.7
3.56 4.75 2849.7 5700.3 35.599 21330.3 42718.8 37018.5
3.57 4.749 2849.1 5698.8 35.502 21272.1 42602.4 36903.6
3.58 4.748 2848.5 5697.6 35.405 21214.2 42486.3 36788.7
3.58 4.747 2847.9 5696.4 35.309 21156.9 42371.1 36674.7
3.59 4.746 2847.3 5695.2 35.214 21099.3 42256.2 36561
3.60 4.745 2846.7 5694 35.117 21038.1 42137.4 36443.4
3.60 4.744 2845.8 5692.5 35.01 20971.8 42009.9 36317.4
3.61 4.742 2844.9 5690.7 34.896 20903.7 41875.5 36184.8
3.62 4.741 2844.3 5689.2 34.783 20836.2 41739.9 36050.7
3.63 4.74 2843.7 5688 34.671 20769.6 41605.8 35917.8
3.63 4.739 2843.1 5686.8 34.561 20704.2 41473.8 35787
3.64 4.738 2842.5 5685.6 34.453 20639.7 41343.9 35658.3
3.65 4.737 2841.9 5684.4 34.346 20576.1 41215.8 35531.4
3.65 4.736 2841 5682.9 34.241 20513.4 41089.5 35406.6
3.66 4.734 2840.1 5681.1 34.137 20451.3 40964.7 35283.6
3.67 4.733 2839.5 5679.6 34.034 20389.8 40841.1 35161.5
3.67 4.732 2838.9 5678.4 33.932 20328.9 40718.7 35040.3
3.68 4.731 2838.3 5677.2 33.831 20268.6 40597.5 34920.3
3.69 4.73 2837.7 5676 33.731 20208.9 40477.5 34801.5
3.69 4.729 2836.8 5674.5 33.632 20149.8 40358.7 34684.2
3.70 4.727 2835.9 5672.7 33.534 20089.5 40239.3 34566.6
3.71 4.726 2835.3 5671.2 33.431 20025.6 40115.1 34443.9
3.72 4.725 2834.7 5670 33.321 19958.7 39984.3 34314.3
3.72 4.724 2833.8 5668.5 33.208 19890.3 39849 34180.5
3.73 4.722 2832.9 5666.7 33.093 19821.6 39711.9 34045.2
3.74 4.721 2832.3 5665.2 32.979 19753.5 39575.1 33909.9
3.74 4.72 2831.7 5664 32.866 19686 39439.5 33775.5
3.75 4.719 2830.8 5662.5 32.754 19618.8 39304.8 33642.3
3.76 4.717 2829.9 5660.7 32.642 19551.9 39170.7 33510
3.76 4.716 2829 5658.9 32.531 19485.3 39037.2 33378.3
3.77 4.714 2828.1 5657.1 32.42 19418.4 38903.7 33246.6
3.78 4.713 2827.2 5655.3 32.308 19351.2 38769.6 33114.3
3.78 4.711 2826.3 5653.5 32.196 19284.6 38635.8 32982.3
3.79 4.71 2825.7 5652 32.086 19218 38502.6 32850.6
3.80 4.709 2824.8 5650.5 31.974 19151.1 38369.1 32718.6
3.81 4.707 2823.9 5648.7 31.863 19084.8 38235.9 32587.2
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 6 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
3.81 4.706 2823.3 5647.2 31.753 19019.7 38104.5 32457.3
3.82 4.705 2822.4 5645.7 31.646 18956.1 37975.8 32330.1
3.83 4.703 2821.5 5643.9 31.541 18893.4 37849.5 32205.6
3.83 4.702 2820.9 5642.4 31.437 18830.7 37724.1 32081.7
3.84 4.701 2820 5640.9 31.332 18767.4 37598.1 31957.2
3.85 4.699 2819.1 5639.1 31.226 18703.8 37471.2 31832.1
3.85 4.698 2818.5 5637.6 31.12 18639.9 37343.7 31706.1
3.86 4.697 2817.9 5636.4 31.013 18576 37215.9 31579.5
3.87 4.696 2817.3 5635.2 30.907 18512.7 37088.7 31453.5
3.88 4.695 2816.7 5634 30.802 18450.3 36963 31329
3.88 4.694 2815.8 5632.5 30.699 18387.9 36838.2 31205.7
3.89 4.692 2814.9 5630.7 30.594 18324.9 36712.8 31082.1
3.90 4.691 2814.3 5629.2 30.489 18261.6 36586.5 30957.3
3.90 4.69 2813.7 5628 30.383 18198 36459.6 30831.6
3.91 4.689 2813.1 5626.8 30.277 18134.4 36332.4 30705.6
3.92 4.688 2812.5 5625.6 30.171 18070.5 36204.9 30579.3
3.92 4.687 2811.9 5624.4 30.064 18006.3 36076.8 30452.4
3.93 4.686 2811.3 5623.2 29.957 17942.1 35948.4 30325.2
3.94 4.685 2810.4 5621.7 29.85 17877.9 35820 30198.3
3.94 4.683 2809.5 5619.9 29.743 17814.6 35692.5 30072.6
3.95 4.682 2808.9 5618.4 29.639 17752.2 35566.8 29948.4
3.96 4.681 2808.3 5617.2 29.535 17690.1 35442.3 29825.1
3.97 4.68 2807.7 5616 29.432 17628 35318.1 29702.1
3.97 4.679 2807.1 5614.8 29.328 17564.7 35192.7 29577.9
3.98 4.678 2806.5 5613.6 29.221 17498.4 35063.1 29449.5
3.99 4.677 2805.9 5612.4 29.107 17427.9 34926.3 29313.9
3.99 4.676 2805 5610.9 28.986 17350.8 34778.7 29167.8
4.00 4.674 2804.1 5609.1 28.85 17260.5 34611.3 29002.2
4.01 4.673 2803.5 5607.6 28.685 17146.5 34407 28799.4
4.01 4.672 2802.9 5606.4 28.47 17005.8 34152.3 28545.9
4.02 4.671 2802.3 5605.2 28.216 16846.8 33852.6 28247.4
4.03 4.67 2801.7 5604 27.94 16682.7 33529.5 27925.5
4.03 4.669 2800.8 5602.5 27.669 16524.9 33207.6 27605.1
4.04 4.667 2799.9 5600.7 27.414 16378.5 32903.4 27302.7
4.05 4.666 2799.3 5599.2 27.181 16245.9 32624.4 27025.2
4.06 4.665 2798.4 5597.7 26.972 16128.3 32374.2 26776.5
4.06 4.663 2797.5 5595.9 26.789 16023.9 32152.2 26556.3
4.07 4.662 2796.6 5594.1 26.624 15929.4 31953.3 26359.2
4.08 4.66 2795.4 5592 26.474 15843 31772.4 26180.4
4.08 4.658 2794.2 5589.6 26.336 15762 31605 26015.4
4.09 4.656 2793.3 5587.5 26.204 15685.5 31447.5 25860
4.10 4.655 2792.4 5585.7 26.081 15613.5 31299 25713.3
4.10 4.653 2791.2 5583.6 25.964 15544.8 31158.3 25574.7
4.11 4.651 2790 5581.2 25.852 15479.7 31024.5 25443.3
4.12 4.649 2788.8 5578.8 25.747 15417.6 30897.3 25318.5
4.13 4.647 2787.6 5576.4 25.645 15357 30774.6 25198.2
4.13 4.645 2786.4 5574 25.545 15297 30654 25080
4.14 4.643 2785.5 5571.9 25.445 15237.9 30534.9 24963
4.15 4.642 2784.6 5570.1 25.348 15180.3 30418.2 24848.1
4.15 4.64 2783.4 5568 25.253 15124.2 30304.5 24736.5
4.16 4.638 2782.5 5565.9 25.161 15069.6 30193.8 24627.9
4.17 4.637 2781.6 5564.1 25.071 15015.9 30085.5 24521.4
4.17 4.635 2780.4 5562 24.982 14963.4 29979.3 24417.3
4.18 4.633 2779.5 5559.9 24.896 14912.1 29875.5 24315.6
4.19 4.632 2778.6 5558.1 24.811 14861.7 29773.8 24215.7
4.19 4.63 2777.7 5556.3 24.728 14812.2 29673.9 24117.6
4.20 4.629 2776.8 5554.5 24.646 14763.6 29575.8 24021.3
4.21 4.627 2775.6 5552.4 24.566 14715.6 29479.2 23926.8
4.22 4.625 2774.7 5550.3 24.486 14668.2 29383.8 23833.5
4.22 4.624 2773.8 5548.5 24.408 14621.4 29289.6 23741.1
4.23 4.622 2772.6 5546.4 24.33 14574.9 29196.3 23649.9
4.24 4.62 2771.7 5544.3 24.253 14529 29103.9 23559.6
4.24 4.619 2770.8 5542.5 24.177 14482.8 29011.8 23469.3
4.25 4.617 2769.9 5540.7 24.099 14436 28918.8 23378.1
4.26 4.616 2769 5538.9 24.021 14389.2 28825.2 23286.3
4.26 4.614 2767.8 5536.8 23.943 14341.8 28731 23194.2
4.27 4.612 2766.9 5534.7 23.863 14293.5 28635.3 23100.6
4.28 4.611 2766 5532.9 23.782 14244.9 28538.4 23005.5
4.28 4.609 2765.1 5531.1 23.701 14196.3 28441.2 22910.1
4.29 4.608 2764.2 5529.3 23.62 14147.7 28344 22814.7
4.30 4.606 2763 5527.2 23.539 14098.8 28246.5 22719.3
4.31 4.604 2762.1 5525.1 23.457 14049.9 28148.7 22623.6
4.31 4.603 2761.2 5523.3 23.376 14001.3 28051.2 22527.9
4.32 4.601 2759.7 5520.9 23.295 13953 27954.3 22433.4
4.33 4.598 2757.9 5517.6 23.215 13904.7 27857.7 22340.1
4.33 4.595 2756.1 5514 23.134 13855.8 27760.5 22246.5
4.34 4.592 2754.3 5510.4 23.052 13807.2 27663 22152.6
4.35 4.589 2752.8 5507.1 22.972 13759.2 27566.4 22059.3
4.35 4.587 2751.3 5504.1 22.892 13711.2 27470.4 21966.3
4.36 4.584 2749.8 5501.1 22.812 13663.2 27374.4 21873.3
4.37 4.582 2748.6 5498.4 22.732 13615.5 27278.7 21780.3
4.38 4.58 2747.4 5496 22.653 13568.1 27183.6 21687.6
4.38 4.578 2746.5 5493.9 22.574 13520.7 27088.8 21594.9
4.39 4.577 2745.6 5492.1 22.495 13473.3 26994 21501.9
4.40 4.575 2744.7 5490.3 22.416 13425.6 26898.9 21408.6
4.40 4.574 2743.8 5488.5 22.336 13378.2 26803.8 21315.3
4.41 4.572 2742.6 5486.4 22.258 13331.1 26709.3 21222.9
4.42 4.57 2741.7 5484.3 22.179 13284 26615.1 21130.8
4.42 4.569 2740.8 5482.5 22.101 13237.2 26521.2 21038.7
4.43 4.567 2739.9 5480.7 22.023 13190.4 26427.6 20946.9
4.44 4.566 2739.3 5479.2 21.945 13143.6 26334 20854.8
4.44 4.565 2738.4 5477.7 21.867 13096.8 26240.4 20762.7
4.45 4.563 2737.5 5475.9 21.789 13050.6 26147.4 20671.5
4.46 4.562 2736.9 5474.4 21.713 13005 26055.6 20581.2
4.47 4.561 2736 5472.9 21.637 12960 25965 20492.1
4.47 4.559 2735.1 5471.1 21.563 12915.3 25875.3 20404.2
4.48 4.558 2734.5 5469.6 21.488 12870.3 25785.6 20316
4.49 4.557 2733.9 5468.4 21.413 12825 25695.3 20226.9
4.49 4.556 2733 5466.9 21.337 12780 25605 20138.1
4.50 4.554 2732.1 5465.1 21.263 12735.6 25515.6 20050.5
4.51 4.553 2731.8 5463.9 21.189 12691.5 25427.1 19963.2
4.51 4.553 2731.2 5463 21.116 12647.7 25339.2 19876.2
4.52 4.551 2730.3 5461.5 21.043 12601.8 25249.5 19788
4.53 4.55 2729.4 5459.7 20.963 12553.2 25155 19695.3
4.53 4.548 2728.5 5457.9 20.881 12503.7 25056.9 19599
4.54 4.547 2727.9 5456.4 20.798 12453.3 24957 19500.6
4.55 4.546 2727.3 5455.2 20.713 12401.7 24855 19399.8
4.56 4.545 2727 5454.3 20.626 12349.8 24751.5 19297.2
4.56 4.545 2726.4 5453.4 20.54 12298.5 24648.3 19194.9
4.57 4.543 2725.2 5451.6 20.455 12248.1 24546.6 19095
4.58 4.541 2724.3 5449.5 20.372 12198.3 24446.4 18996.9
4.58 4.54 2723.1 5447.4 20.289 12148.8 24347.1 18899.7
4.59 4.537 2721.6 5444.7 20.207 12099.9 24248.7 18804
4.60 4.535 2720.1 5441.7 20.126 12051.6 24151.5 18709.8
4.60 4.532 2718.3 5438.4 20.046 12003.6 24055.2 18616.8
4.61 4.529 2716.5 5434.8 19.966 11956.2 23959.8 18525
4.62 4.526 2714.7 5431.2 19.888 11909.7 23865.9 18434.7
4.63 4.523 2712.9 5427.6 19.811 11863.2 23772.9 18345.3
4.63 4.52 2711.1 5424 19.733 11816.7 23679.9 18255.9
4.64 4.517 2709.3 5420.4 19.656 11770.5 23587.2 18166.8
4.65 4.514 2707.5 5416.8 19.579 11722.5 23493 18076.2
4.65 4.511 2705.7 5413.2 19.496 11674.2 23396.7 17983.5
4.66 4.508 2703.9 5409.6 19.418 11626.8 23301 17891.4
4.67 4.505 2702.1 5406 19.338 11578.8 23205.6 17799.6
4.67 4.502 2700.3 5402.4 19.258 11531.1 23109.9 17707.5
4.68 4.499 2698.5 5398.8 19.179 11484 23015.1 17616.3
4.69 4.496 2696.7 5395.2 19.101 11437.2 22921.2 17526
4.69 4.493 2694.9 5391.6 19.023 11391 22828.2 17436.6
4.70 4.49 2692.8 5387.7 18.947 11345.4 22736.4 17348.7
4.71 4.486 2690.7 5383.5 18.871 11300.4 22645.8 17262.3
4.72 4.483 2688.9 5379.6 18.797 11256.3 22556.7 17177.1
4.72 4.48 2687.1 5376 18.724 11211 22467.3 17091.3
4.73 4.477 2685.3 5372.4 18.646 11164.2 22375.2 17002.8
4.74 4.474 2683.5 5368.8 18.568 11117.1 22281.3 16912.5
4.74 4.471 2681.7 5365.2 18.489 11070.9 22188 16822.8
4.75 4.468 2679.9 5361.6 18.414 11025.9 22096.8 16735.2
4.76 4.465 2678.1 5358 18.339 10981.2 22007.1 16649.1
4.76 4.462 2676.3 5354.4 18.265 10937.1 21918.3 16563.9
4.77 4.459 2674.5 5350.8 18.192 10893.3 21830.4 16479.6
4.78 4.456 2672.7 5347.2 18.119 10849.5 21742.8 16395.6
4.78 4.453 2670.9 5343.6 18.046 10805.7 21655.2 16311.6
4.79 4.45 2669.1 5340 17.973 10762.2 21567.9 16227.9
4.80 4.447 2667.3 5336.4 17.901 10719 21481.2 16144.8
4.81 4.444 2665.5 5332.8 17.829 10675.8 21394.8 16062
4.81 4.441 2663.7 5329.2 17.757 10632.6 21308.4 15979.2
4.82 4.438 2661.9 5325.6 17.685 10589.4 21222 15896.4
4.83 4.435 2660.1 5322 17.613 10546.5 21135.9 15813.9
4.83 4.432 2658.3 5318.4 17.542 10503.6 21050.1 15731.7
4.84 4.429 2656.5 5314.8 17.47 10460.7 20964.3 15649.5
4.85 4.426 2655 5311.5 17.399 10418.1 20878.8 15567.3
4.85 4.424 2653.5 5308.5 17.328 10375.5 20793.6 15485.1
4.86 4.421 2651.7 5305.2 17.257 10332.9 20708.4 15403.2
4.87 4.418 2650.2 5301.9 17.186 10290.3 20623.2 15321.3
4.88 4.416 2648.4 5298.6 17.115 10247.7 20538 15239.4
4.88 4.412 2646.3 5294.7 17.044 10205.1 20452.8 15158.1
4.89 4.409 2644.8 5291.1 16.973 10162.8 20367.9 15076.8
4.90 4.407 2643.3 5288.1 16.903 10120.5 20283.3 14995.2
4.90 4.404 2641.5 5284.8 16.832 10077.9 20198.4 14913.6
4.91 4.401 2640 5281.5 16.761 10035.3 20113.2 14831.7
4.92 4.399 2638.2 5278.2 16.69 9991.8 20027.1 14748.9
4.92 4.395 2636.4 5274.6 16.616 9948 19939.8 14665.2
4.93 4.393 2635.2 5271.6 16.544 8821.2 18769.2 13497.6
4.94 4.391 2633.4 5268.6 12.86 7423.8 16245 10976.4
4.94 4.387 2631.3 5264.7 11.886 7121.1 14544.9 9280.2
4.95 4.384 2629.8 5261.1 11.851 7100.1 14221.2 8960.1
4.96 4.382 2628.3 5258.1 11.816 7079.1 14179.2 8921.1
4.97 4.379 2626.5 5254.8 11.781 7056.9 14136 8881.2
4.97 4.376 2625 5251.5 11.742 7029.6 14086.5 8835
4.98 4.374 2623.5 5248.5 11.69 6998.7 14028.3 8779.8
4.99 4.371 2621.7 5245.2 11.639 6969.6 13968.3 8723.1
4.99 4.368 2619.9 5241.6 11.593 6942.6 13912.2 8670.6
5.00 4.365 2618.4 5238.3 11.549 6917.1 13859.7 8621.4
5.01 4.363 2616.9 5235.3 11.508 6892.5 13809.6 8574.3
5.01 4.36 2615.4 5232.3 11.467 6868.5 13761 8528.7
5.02 4.358 2613.9 5229.3 11.428 6845.4 13713.9 8484.6
5.03 4.355 2612.4 5226.3 11.39 6822.6 13668 8441.7
5.03 4.353 2610.9 5223.3 11.352 6800.1 13622.7 8399.4
5.04 4.35 2609.4 5220.3 11.315 6777.9 13578 8357.7
5.05 4.348 2607.9 5217.3 11.278 6756 13533.9 8316.6
5.06 4.345 2606.4 5214.3 11.242 6734.4 13490.4 8276.1
5.06 4.343 2604.9 5211.3 11.206 6713.1 13447.5 8236.2
5.07 4.34 2603.4 5208.3 11.171 6692.4 13405.5 8197.2
5.08 4.338 2602.2 5205.6 11.137 6672 13364.4 8158.8
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 7 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
5.08 4.336 2600.7 5202.9 11.103 6651.6 13323.6 8120.7
5.09 4.333 2599.2 5199.9 11.069 6631.2 13282.8 8082.9
5.10 4.331 2598 5197.2 11.035 6611.1 13242.3 8045.1
5.10 4.329 2597.1 5195.1 11.002 6591.3 13202.4 8007.3
5.11 4.328 2596.2 5193.3 10.969 6571.8 13163.1 7969.8
5.12 4.326 2595 5191.2 10.937 6552.3 13124.1 7932.9
5.13 4.324 2593.8 5188.8 10.904 6533.1 13085.4 7896.6
5.13 4.322 2591.7 5185.5 10.873 6514.2 13047.3 7861.8
5.14 4.317 2588.7 5180.4 10.841 6495 13009.2 7828.8
5.15 4.312 2586.3 5175 10.809 6476.1 12971.1 7796.1
5.15 4.309 2584.5 5170.8 10.778 6457.5 12933.6 7762.8
5.16 4.306 2583.3 5167.8 10.747 6438.9 12896.4 7728.6
5.17 4.305 2582.7 5166 10.716 6420.3 12859.2 7693.2
5.17 4.304 2582.1 5164.8 10.685 6401.7 12822 7657.2
5.18 4.303 2581.5 5163.6 10.654 6383.4 12785.1 7621.5
5.19 4.302 2580.9 5162.4 10.624 6365.1 12748.5 7586.1
5.19 4.301 2580.3 5161.2 10.593 6346.8 12711.9 7550.7
5.20 4.3 2580 5160.3 10.563 6328.8 12675.6 7515.3
5.21 4.3 2579.7 5159.7 10.533 6310.8 12639.6 7479.9
5.22 4.299 2579.1 5158.8 10.503 6292.8 12603.6 7444.8
5.22 4.298 2578.5 5157.6 10.473 6272.1 12564.9 7407.3
5.23 4.297 2578.2 5156.7 10.434 6244.2 12516.3 7359.6
5.24 4.297 2577.9 5156.1 10.38 6211.2 12455.4 7299.3
5.24 4.296 2577.3 5155.2 10.324 6178.8 12390 7234.8
5.25 4.295 2577 5154.3 10.272 6147.9 12326.7 7172.4
5.26 4.295 2576.7 5153.7 10.221 6117.6 12265.5 7111.8
5.26 4.294 2576.1 5152.8 10.171 6087.6 12205.2 7052.4
5.27 4.293 2575.8 5151.9 10.121 6057.9 12145.5 6993.6
5.28 4.293 2575.5 5151.3 10.072 6028.8 12086.7 6935.4
5.28 4.292 2574.9 5150.4 10.024 6000.6 12029.4 6879
5.29 4.291 2574.6 5149.5 9.978 5973.3 11973.9 6824.4
5.30 4.291 2574.3 5148.9 9.933 5946.9 11920.2 6771.3
5.31 4.29 2573.7 5148 9.89 5921.7 11868.6 6720.6
5.31 4.289 2573.4 5147.1 9.849 5897.1 11818.8 6671.7
5.32 4.289 2573.1 5146.5 9.808 5873.1 11770.2 6623.7
5.33 4.288 2572.5 5145.6 9.769 5849.7 11722.8 6577.2
5.33 4.287 2572.2 5144.7 9.73 5826.9 11676.6 6531.9
5.34 4.287 2571.9 5144.1 9.693 5804.7 11631.6 6487.5
5.35 4.286 2571.6 5143.5 9.656 5783.1 11587.8 6444.3
5.35 4.286 2571.3 5142.9 9.621 5762.1 11545.2 6402.3
5.36 4.285 2570.7 5142 9.586 5741.4 11503.5 6361.5
5.37 4.284 2570.4 5141.1 9.552 5721.6 11463 6321.9
5.38 4.284 2570.1 5140.5 9.52 5702.4 11424 6283.5
5.38 4.283 2569.5 5139.6 9.488 5683.2 11385.6 6246
5.39 4.282 2569.2 5138.7 9.456 5664.3 11347.5 6208.8
5.40 4.282 2568.9 5138.1 9.425 5646 11310.3 6172.2
5.40 4.281 2568.3 5137.2 9.395 5628 11274 6136.8
5.41 4.28 2568 5136.3 9.365 5610.3 11238.3 6102
5.42 4.28 2567.7 5135.7 9.336 5593.2 11203.5 6067.8
5.42 4.279 2567.1 5134.8 9.308 5576.1 11169.3 6034.5
5.43 4.278 2566.8 5133.9 9.279 5559 11135.1 6001.2
5.44 4.278 2566.5 5133.3 9.251 5542.5 11101.5 5968.2
5.44 4.277 2565.9 5132.4 9.224 5526.3 11068.8 5936.4
5.45 4.276 2565.6 5131.5 9.197 5510.1 11036.4 5904.9
5.46 4.276 2565.3 5130.9 9.17 5493.9 11004 5873.1
5.47 4.275 2564.7 5130 9.143 5478 10971.9 5841.9
5.47 4.274 2564.4 5129.1 9.117 5462.4 10940.4 5811.3
5.48 4.274 2564.1 5128.5 9.091 5446.8 10909.2 5780.7
5.49 4.273 2563.5 5127.6 9.065 5431.5 10878.3 5750.7
5.49 4.272 2563.2 5126.7 9.04 5416.2 10847.7 5721
5.50 4.272 2562.9 5126.1 9.014 5400.9 10817.1 5691
5.51 4.271 2562.3 5125.2 8.989 5385.6 10786.5 5661.3
5.51 4.27 2562 5124.3 8.963 5369.7 10755.3 5631
5.52 4.27 2561.7 5123.7 8.936 5353.2 10722.9 5599.2
5.53 4.269 2561.1 5122.8 8.908 5336.4 10689.6 5566.8
5.53 4.268 2560.8 5121.9 8.88 5320.8 10657.2 5535.3
5.54 4.268 2560.5 5121.3 8.856 5306.1 10626.9 5505.6
5.55 4.267 2559.9 5120.4 8.831 5291.4 10597.5 5477.1
5.56 4.266 2559.6 5119.5 8.807 5276.7 10568.1 5448.6
5.56 4.266 2559.3 5118.9 8.782 5261.4 10538.1 5419.2
5.57 4.265 2558.7 5118 8.756 5245.8 10507.2 5389.2
5.58 4.264 2558.4 5117.1 8.73 5229.9 10475.7 5358.6
5.58 4.264 2558.1 5116.5 8.703 5214 10443.9 5327.4
5.59 4.263 2557.5 5115.6 8.677 5198.1 10412.1 5296.5
5.60 4.262 2557.2 5114.7 8.65 5181 10379.1 5264.4
5.60 4.262 2556.9 5114.1 8.62 5162.4 10343.4 5229.3
5.61 4.261 2556.3 5113.2 8.588 5143.2 10305.6 5192.4
5.62 4.26 2556 5112.3 8.556 5124 10267.2 5154.9
5.63 4.26 2555.7 5111.7 8.524 5105.1 10229.1 5117.4
5.63 4.259 2555.1 5110.8 8.493 5086.8 10191.9 5081.1
5.64 4.258 2554.8 5109.9 8.463 5068.8 10155.6 5045.7
5.65 4.258 2554.5 5109.3 8.433 5051.7 10120.5 5011.2
5.65 4.257 2553.9 5108.4 8.406 5035.8 10087.5 4979.1
5.66 4.256 2553.6 5107.5 8.38 5020.5 10056.3 4948.8
5.67 4.256 2553.3 5106.9 8.355 5006.1 10026.6 4919.7
5.67 4.255 2552.7 5106 8.332 4992 9998.1 4892.1
5.68 4.254 2552.4 5105.1 8.308 4977.9 9969.9 4864.8
5.69 4.254 2552.1 5104.5 8.285 4964.1 9942 4837.5
5.69 4.253 2551.5 5103.6 8.262 4950.6 9914.7 4811.1
5.70 4.252 2551.2 5102.7 8.24 4937.1 9887.7 4785
5.71 4.252 2550.9 5102.1 8.217 4923.9 9861 4758.9
5.72 4.251 2550.3 5101.2 8.196 4911 9834.9 4733.7
5.72 4.25 2550 5100.3 8.174 4897.8 9808.8 4708.5
5.73 4.25 2549.7 5099.7 8.152 4885.2 9783 4683.3
5.74 4.249 2549.1 5098.8 8.132 4873.8 9759 4660.2
5.74 4.248 2548.8 5097.9 8.114 4862.1 9735.9 4638
5.75 4.248 2548.5 5097.3 8.093 4849.5 9711.6 4614.3
5.76 4.247 2547.9 5096.4 8.072 4836.6 9686.1 4589.7
5.76 4.246 2547.6 5095.5 8.05 4823.1 9659.7 4564.2
5.77 4.246 2547.3 5094.9 8.027 4808.7 9631.8 4536.9
5.78 4.245 2546.7 5094 8.002 4793.7 9602.4 4508.4
5.78 4.244 2546.4 5093.1 7.977 4777.8 9571.5 4478.4
5.79 4.244 2546.1 5092.5 7.949 4761 9538.8 4446.3
5.80 4.243 2545.5 5091.6 7.921 4744.5 9505.5 4413.9
5.81 4.242 2544.9 5090.4 7.894 4728 9472.5 4382.1
5.81 4.241 2544.6 5089.5 7.866 4711.2 9439.2 4349.7
5.82 4.241 2544.3 5088.9 7.838 4694.7 9405.9 4317
5.83 4.24 2543.7 5088 7.811 4678.8 9373.5 4285.5
5.83 4.239 2543.4 5087.1 7.785 4663.5 9342.3 4255.2
5.84 4.239 2543.1 5086.5 7.76 4647.9 9311.4 4224.9
5.85 4.238 2542.5 5085.6 7.733 4632.6 9280.5 4194.9
5.85 4.237 2542.2 5084.7 7.709 4618.5 9251.1 4166.4
5.86 4.237 2541.9 5084.1 7.686 4605 9223.5 4139.4
5.87 4.236 2541.3 5083.2 7.664 4590.9 9195.9 4112.7
5.88 4.235 2541 5082.3 7.639 4574.7 9165.6 4083.3
5.88 4.235 2540.7 5081.7 7.61 4557 9131.7 4050
5.89 4.234 2540.1 5080.8 7.58 4539 9096 4015.2
5.90 4.233 2539.5 5079.6 7.55 4521.3 9060.3 3980.7
5.90 4.232 2539.2 5078.7 7.521 4504.2 9025.5 3946.8
5.91 4.232 2538.9 5078.1 7.493 4489.2 8993.4 3915.3
5.92 4.231 2538.3 5077.2 7.471 4476.3 8965.5 3888.3
5.92 4.23 2538 5076.3 7.45 4463.7 8940 3863.7
5.93 4.23 2537.7 5075.7 7.429 4451.1 8914.8 3839.1
5.94 4.229 2537.1 5074.8 7.408 4438.8 8889.9 3815.1
5.94 4.228 2536.8 5073.9 7.388 4426.2 8865 3791.1
5.95 4.228 2536.5 5073.3 7.366 4413 8839.2 3765.9
5.96 4.227 2535.9 5072.4 7.344 4399.8 8812.8 3740.4
5.97 4.226 2535.3 5071.2 7.322 4386.6 8786.4 3715.2
5.97 4.225 2535 5070.3 7.3 4373.1 8759.7 3689.4
5.98 4.225 2534.7 5069.7 7.277 4359.3 8732.4 3662.7
5.99 4.224 2534.1 5068.8 7.254 4344.9 8704.2 3635.4
5.99 4.223 2533.8 5067.9 7.229 4329.9 8674.8 3606.9
6.00 4.223 2533.5 5067.3 7.204 4315.2 8645.1 3577.8
6.01 4.222 2532.9 5066.4 7.18 4300.8 8616 3549.6
6.01 4.221 2532.6 5065.5 7.156 4286.4 8587.2 3521.7
6.02 4.221 2532.3 5064.9 7.132 4272.3 8558.7 3493.8
6.03 4.22 2531.7 5064 7.109 4258.5 8530.8 3466.8
6.03 4.219 2531.1 5062.8 7.086 4245 8503.5 3440.7
6.04 4.218 2530.8 5061.9 7.064 4232.1 8477.1 3415.2
6.05 4.218 2530.5 5061.3 7.043 4219.5 8451.6 3390.3
6.06 4.217 2529.9 5060.4 7.022 4206.9 8426.4 3366
6.06 4.216 2529.6 5059.5 7.001 4194.6 8401.5 3342
6.07 4.216 2529.3 5058.9 6.981 4182.3 8376.9 3318
6.08 4.215 2528.7 5058 6.96 4170 8352.3 3294.3
6.08 4.214 2528.1 5056.8 6.94 4157.7 8327.7 3270.9
6.09 4.213 2527.8 5055.9 6.919 4145.1 8302.8 3246.9
6.10 4.213 2527.5 5055.3 6.898 4132.5 8277.6 3222.3
6.10 4.212 2526.9 5054.4 6.877 4120.2 8252.7 3198.3
6.11 4.211 2526.3 5053.2 6.857 4108.2 8228.4 3175.2
6.12 4.21 2526 5052.3 6.837 4095.9 8204.1 3151.8
6.13 4.21 2525.7 5051.7 6.816 4083.6 8179.5 3127.8
6.13 4.209 2525.1 5050.8 6.796 4071.3 8154.9 3104.1
6.14 4.208 2524.8 5049.9 6.775 4058.7 8130 3080.1
6.15 4.208 2524.5 5049.3 6.754 4046.1 8104.8 3055.5
6.15 4.207 2523.9 5048.4 6.733 4033.2 8079.3 3030.9
6.16 4.206 2523.3 5047.2 6.711 4019.7 8052.9 3005.7
6.17 4.205 2523 5046.3 6.688 4006.2 8025.9 2979.6
6.17 4.205 2522.7 5045.7 6.666 3993 7999.2 2953.5
6.18 4.204 2522.1 5044.8 6.644 3979.5 7972.5 2927.7
6.19 4.203 2521.8 5043.9 6.621 3966 7945.5 2901.6
6.19 4.203 2521.5 5043.3 6.599 3952.5 7918.5 2875.2
6.20 4.202 2520.9 5042.4 6.576 3938.7 7891.2 2848.8
6.21 4.201 2520.6 5041.5 6.553 3924.9 7863.6 2822.1
6.22 4.201 2520.3 5040.9 6.53 3911.4 7836.3 2795.4
6.22 4.2 2519.7 5040 6.508 3898.2 7809.6 2769.6
6.23 4.199 2519.1 5038.8 6.486 3885 7783.2 2744.4
6.24 4.198 2518.8 5037.9 6.464 3871.8 7756.8 2718.9
6.24 4.198 2518.5 5037.3 6.442 3858.6 7730.4 2693.1
6.25 4.197 2517.9 5036.4 6.42 3845.7 7704.3 2667.9
6.26 4.196 2517.6 5035.5 6.399 3832.8 7678.5 2643
6.26 4.196 2517.3 5034.9 6.377 3819.9 7652.7 2617.8
6.27 4.195 2516.7 5034 6.356 3807.3 7627.2 2593.2
6.28 4.194 2516.4 5033.1 6.335 3794.7 7602 2568.9
6.28 4.194 2516.1 5032.5 6.314 3782.1 7576.8 2544.3
6.29 4.193 2515.5 5031.6 6.293 3769.5 7551.6 2520
6.30 4.192 2515.2 5030.7 6.272 3757.2 7526.7 2496
6.31 4.192 2514.9 5030.1 6.252 3744.9 7502.1 2472
6.31 4.191 2514.3 5029.2 6.231 3732.3 7477.2 2448
6.32 4.19 2514 5028.3 6.21 3720 7452.3 2424
6.33 4.19 2513.7 5027.7 6.19 3708 7428 2400.3
6.33 4.189 2513.1 5026.8 6.17 3695.7 7403.7 2376.9
6.34 4.188 2512.5 5025.6 6.149 3683.4 7379.1 2353.5
6.35 4.187 2512.2 5024.7 6.129 3671.4 7354.8 2330.1
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 8 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
6.35 4.187 2511.9 5024.1 6.109 3659.4 7330.8 2306.7
6.36 4.186 2511.3 5023.2 6.089 3647.4 7306.8 2283.6
6.37 4.185 2511 5022.3 6.069 3635.4 7282.8 2260.5
6.38 4.185 2510.7 5021.7 6.049 3623.4 7258.8 2237.1
6.38 4.184 2510.1 5020.8 6.029 3611.4 7234.8 2214
6.39 4.183 2509.8 5019.9 6.009 3599.4 7210.8 2190.9
6.40 4.183 2509.5 5019.3 5.989 3587.4 7186.8 2167.5
6.40 4.182 2508.9 5018.4 5.969 3575.4 7162.8 2144.4
6.41 4.181 2508.3 5017.2 5.949 3563.4 7138.8 2121.6
6.42 4.18 2508 5016.3 5.929 3551.4 7114.8 2098.5
6.42 4.18 2507.7 5015.7 5.909 3539.4 7090.8 2075.1
6.43 4.179 2507.1 5014.8 5.889 3527.4 7066.8 2052
6.44 4.178 2506.5 5013.6 5.869 3515.4 7042.8 2029.2
6.44 4.177 2505.9 5012.4 5.849 3503.4 7018.8 2006.4
6.45 4.176 2505 5010.9 5.829 3491.1 6994.5 1983.6
6.46 4.174 2502.9 5007.9 5.808 3478.2 6969.3 1961.4
6.47 4.169 2499.9 5002.8 5.786 3465.3 6943.5 1940.7
6.47 4.164 2496 4995.9 5.765 3452.4 6917.7 1921.8
6.48 4.156 2490.9 4986.9 5.743 3439.2 6891.6 1904.7
6.49 4.147 2485.2 4976.1 5.721 3426 6865.2 1889.1
6.49 4.137 2479.2 4964.4 5.699 3413.1 6839.1 1874.7
6.50 4.127 2472.9 4952.1 5.678 3400.5 6813.6 1861.5
6.51 4.116 2466.3 4939.2 5.657 3387.9 6788.4 1849.2
6.51 4.105 2461.8 4928.1 5.636 3375.3 6763.2 1835.1
6.52 4.101 2463 4924.8 5.615 3362.7 6738 1813.2
6.53 4.109 2467.5 4930.5 5.594 3350.1 6712.8 1782.3
6.53 4.116 2470.5 4938 5.573 3337.2 6687.3 1749.3
6.54 4.119 2471.7 4942.2 5.551 3324.3 6661.5 1719.3
6.55 4.12 2470.2 4941.9 5.53 3312 6636.3 1694.4
6.56 4.114 2462.4 4932.6 5.51 3299.7 6611.7 1679.1
6.56 4.094 2446.5 4908.9 5.489 3287.1 6586.8 1677.9
6.57 4.061 2424.3 4870.8 5.468 3274.8 6561.9 1691.1
6.58 4.02 2396.1 4820.4 5.448 3262.8 6537.6 1717.2
6.58 3.967 2368.8 4764.9 5.428 3250.5 6513.3 1748.4
6.59 3.929 2349.6 4718.4 5.407 3238.2 6488.7 1770.3
6.60 3.903 2336.1 4685.7 5.387 3226.2 6464.4 1778.7
6.60 3.884 2325.6 4661.7 5.367 3214.2 6440.4 1778.7
6.61 3.868 2316.9 4642.5 5.347 3202.2 6416.4 1773.9
6.62 3.855 2309.4 4626.3 5.327 3190.2 6392.4 1766.1
6.63 3.843 2302.5 4611.9 5.307 3178.5 6368.7 1756.8
6.63 3.832 2295.9 4598.4 5.288 3166.8 6345.3 1746.9
6.64 3.821 2289.6 4585.5 5.268 3154.8 6321.6 1736.1
6.65 3.811 2283.9 4573.5 5.248 3142.8 6297.6 1724.1
6.65 3.802 2278.2 4562.1 5.228 3131.1 6273.9 1711.8
6.66 3.792 2272.5 4550.7 5.209 3119.4 6250.5 1699.8
6.67 3.783 2266.8 4539.3 5.189 3107.7 6227.1 1687.8
6.67 3.773 2261.1 4527.9 5.17 3096 6203.7 1675.8
6.68 3.764 2256 4517.1 5.15 3084.3 6180.3 1663.2
6.69 3.756 2251.2 4507.2 5.131 3072.9 6157.2 1650
6.69 3.748 2246.4 4497.6 5.112 3061.2 6134.1 1636.5
6.70 3.74 2241.6 4488 5.092 3049.5 6110.7 1622.7
6.71 3.732 2236.8 4478.4 5.073 3038.1 6087.6 1609.2
6.72 3.724 2232.3 4469.1 5.054 3026.4 6064.5 1595.4
6.72 3.717 2227.8 4460.1 5.034 3014.7 6041.1 1581
6.73 3.709 2223.3 4451.1 5.015 3002.7 6017.4 1566.3
6.74 3.702 2218.8 4442.1 4.994 2990.4 5993.1 1551
6.74 3.694 2214.3 4433.1 4.974 2978.4 5968.8 1535.7
6.75 3.687 2210.1 4424.4 4.954 2966.4 5944.8 1520.4
6.76 3.68 2206.2 4416.3 4.934 2954.1 5920.5 1504.2
6.76 3.674 2202.6 4408.8 4.913 2941.5 5895.6 1486.8
6.77 3.668 2198.7 4401.3 4.892 2929.2 5870.7 1469.4
6.78 3.661 2194.8 4393.5 4.872 2917.5 5846.7 1453.2
6.78 3.655 2190.9 4385.7 4.853 2906.4 5823.9 1438.2
6.79 3.648 2187 4377.9 4.835 2895.9 5802.3 1424.4
6.80 3.642 2183.4 4370.4 4.818 2885.7 5781.6 1411.2
6.81 3.636 2179.8 4363.2 4.801 2875.2 5760.9 1397.7
6.81 3.63 2176.5 4356.3 4.783 2864.7 5739.9 1383.6
6.82 3.625 2173.2 4349.7 4.766 2854.2 5718.9 1369.2
6.83 3.619 2169.9 4343.1 4.748 2843.7 5697.9 1354.8
6.83 3.614 2166.9 4336.8 4.731 2833.2 5676.9 1340.1
6.84 3.609 2163.6 4330.5 4.713 2822.1 5655.3 1324.8
6.85 3.603 2160 4323.6 4.694 2811 5633.1 1309.5
6.85 3.597 2156.7 4316.7 4.676 2799.9 5610.9 1294.2
6.86 3.592 2153.7 4310.4 4.657 2788.5 5588.4 1278
6.87 3.587 2150.7 4304.4 4.638 2777.1 5565.6 1261.2
6.88 3.582 2148 4298.7 4.619 2765.4 5542.5 1243.8
6.88 3.578 2145.3 4293.3 4.599 2753.7 5519.1 1225.8
6.89 3.573 2142.3 4287.6 4.58 2742.3 5496 1208.4
6.90 3.568 2139.3 4281.6 4.561 2730.9 5473.2 1191.6
6.90 3.563 2136.3 4275.6 4.542 2719.2 5450.1 1174.5
6.91 3.558 2133.6 4269.9 4.522 2707.5 5426.7 1156.8
6.92 3.554 2131.2 4264.8 4.503 2696.1 5403.6 1138.8
6.92 3.55 2128.8 4260 4.484 2684.7 5380.8 1120.8
6.93 3.546 2126.4 4255.2 4.465 2673.6 5358.3 1103.1
6.94 3.542 2124 4250.4 4.447 2662.5 5336.1 1085.7
6.94 3.538 2121.3 4245.3 4.428 2651.1 5313.6 1068.3
6.95 3.533 2118.3 4239.6 4.409 2639.7 5290.8 1051.2
6.96 3.528 2115.9 4234.2 4.39 2628.3 5268 1033.8
6.97 3.525 2113.8 4229.7 4.371 2617.2 5245.5 1015.8
6.97 3.521 2111.7 4225.5 4.353 2606.1 5223.3 997.8
6.98 3.518 2109.6 4221.3 4.334 2594.7 5200.8 979.5
6.99 3.514 2107.2 4216.8 4.315 2583.6 5178.3 961.5
6.99 3.51 2104.5 4211.7 4.297 2572.5 5156.1 944.4
7.00 3.505 2102.1 4206.6 4.278 2561.1 5133.6 927
7.01 3.502 2100 4202.1 4.259 2550 5111.1 909
7.01 3.498 2097.9 4197.9 4.241 2538.9 5088.9 891
7.02 3.495 2096.1 4194 4.222 2527.8 5066.7 872.7
7.03 3.492 2094 4190.1 4.204 2516.7 5044.5 854.4
7.03 3.488 2091.6 4185.6 4.185 2505.6 5022.3 836.7
7.04 3.484 2089.2 4180.8 4.167 2494.8 5000.4 819.6
7.05 3.48 2087.1 4176.3 4.149 2484 4978.8 802.5
7.06 3.477 2085.3 4172.4 4.131 2473.2 4957.2 784.8
7.06 3.474 2083.5 4168.8 4.113 2462.7 4935.9 767.1
7.07 3.471 2081.4 4164.9 4.096 2452.2 4914.9 750
7.08 3.467 2079 4160.4 4.078 2441.7 4893.9 733.5
7.08 3.463 2077.2 4156.2 4.061 2431.2 4872.9 716.7
7.09 3.461 2076 4153.2 4.043 2420.7 4851.9 698.7
7.10 3.459 2074.5 4150.5 4.026 2410.5 4831.2 680.7
7.10 3.456 2072.7 4147.2 4.009 2400 4810.5 663.3
7.11 3.453 2070.6 4143.3 3.991 2389.5 4789.5 646.2
7.12 3.449 2068.5 4139.1 3.974 2379.3 4768.8 629.7
7.13 3.446 2067 4135.5 3.957 2368.8 4748.1 612.6
7.13 3.444 2065.5 4132.5 3.939 2358.3 4727.1 594.6
7.14 3.441 2063.7 4129.2 3.922 2347.8 4706.1 576.9
7.15 3.438 2061.9 4125.6 3.904 2337.3 4685.1 559.5
7.15 3.435 2060.1 4122 3.887 2326.8 4664.1 542.1
7.16 3.432 2058.3 4118.4 3.869 2316.3 4643.1 524.7
7.17 3.429 2056.8 4115.1 3.852 2305.8 4622.1 507
7.17 3.427 2055.3 4112.1 3.834 2295.3 4601.1 489
7.18 3.424 2053.8 4109.1 3.817 2285.1 4580.4 471.3
7.19 3.422 2052 4105.8 3.8 2275.2 4560.3 454.5
7.19 3.418 2049.9 4101.9 3.784 2265.6 4540.8 438.9
7.20 3.415 2048.4 4098.3 3.768 2256 4521.6 423.3
7.21 3.413 2047.2 4095.6 3.752 2246.4 4502.4 406.8
7.22 3.411 2045.7 4092.9 3.736 2236.5 4482.9 390
7.22 3.408 2043.9 4089.6 3.719 2226 4462.5 372.9
7.23 3.405 2042.1 4086 3.701 2214.9 4440.9 354.9
7.24 3.402 2040.6 4082.7 3.682 2203.2 4418.1 335.4
7.24 3.4 2039.4 4080 3.662 2191.5 4394.7 314.7
7.25 3.398 2037.9 4077.3 3.643 2180.1 4371.6 294.3
7.26 3.395 2036.1 4074 3.624 2168.4 4348.5 274.5
7.26 3.392 2034.9 4071 3.604 2156.7 4325.1 254.1
7.27 3.391 2034.3 4069.2 3.585 2145 4301.7 232.5
7.28 3.39 2033.4 4067.7 3.565 2133.3 4278.3 210.6
7.28 3.388 2031.9 4065.3 3.546 2121.9 4255.2 189.9
7.29 3.385 2030.1 4062 3.527 2110.2 4232.1 170.1
7.30 3.382 2028.9 4059 3.507 2098.5 4208.7 149.7
7.31 3.381 2028 4056.9 3.488 2070.9 4169.4 112.5
7.31 3.379 2026.8 4054.8 3.415 2046.9 4117.8 63
7.32 3.377 2025.3 4052.1 3.408 2042.4 4089.3 37.2
7.33 3.374 2023.5 4048.8 3.4 2037.9 4080.3 31.5
7.33 3.371 2022.3 4045.8 3.393 2034.6 4072.5 26.7
7.34 3.37 2021.4 4043.7 3.389 2032.2 4066.8 23.1
7.35 3.368 2020.2 4041.6 3.385 2029.8 4062 20.4
7.35 3.366 2018.4 4038.6 3.381 2027.4 4057.2 18.6
7.36 3.362 2016.9 4035.3 3.377 2025 4052.4 17.1
7.37 3.361 2016 4032.9 3.373 2022.6 4047.6 14.7
7.38 3.359 2014.8 4030.8 3.369 2020.2 4042.8 12
7.38 3.357 2013.3 4028.1 3.365 2017.5 4037.7 9.6
7.39 3.354 2011.8 4025.1 3.36 2014.8 4032.3 7.2
7.40 3.352 2010.9 4022.7 3.356 2012.1 4026.9 4.2
7.40 3.351 2010 4020.9 3.351 2009.1 4021.2 0.3
7.41 3.349 2008.5 4018.5 3.346 2006.4 4015.5 -3
7.42 3.346 2007 4015.5 3.342 2003.7 4010.1 -5.4
7.42 3.344 2005.8 4012.8 3.337 2001 4004.7 -8.1
7.43 3.342 2004.9 4010.7 3.333 1998.3 3999.3 -11.4
7.44 3.341 2003.7 4008.6 3.328 1995.6 3993.9 -14.7
7.44 3.338 2001.9 4005.6 3.324 1992.9 3988.5 -17.1
7.45 3.335 2000.7 4002.6 3.319 1990.2 3983.1 -19.5
7.46 3.334 2000.1 4000.8 3.315 1987.8 3978 -22.8
7.47 3.333 1999.2 3999.3 3.311 1985.4 3973.2 -26.1
7.47 3.331 1997.7 3996.9 3.307 1983 3968.4 -28.5
7.48 3.328 1996.2 3993.9 3.303 1980.6 3963.6 -30.3
7.49 3.326 1995.3 3991.5 3.299 1978.2 3958.8 -32.7
7.49 3.325 1994.4 3989.7 3.295 1975.5 3953.7 -36
7.50 3.323 1992.9 3987.3 3.29 1972.5 3948 -39.3
7.51 3.32 1991.7 3984.6 3.285 1969.5 3942 -42.6
7.51 3.319 1991.1 3982.8 3.28 1966.5 3936 -46.8
7.52 3.318 1990.2 3981.3 3.275 1963.5 3930 -51.3
7.53 3.316 1988.7 3978.9 3.27 1960.2 3923.7 -55.2
7.53 3.313 1987.5 3976.2 3.264 1956.6 3916.8 -59.4
7.54 3.312 1986.6 3974.1 3.258 1953.3 3909.9 -64.2
7.55 3.31 1985.4 3972 3.253 1950 3903.3 -68.7
7.56 3.308 1984.2 3969.6 3.247 1946.4 3896.4 -73.2
7.56 3.306 1983.3 3967.5 3.241 1942.8 3889.2 -78.3
7.57 3.305 1982.4 3965.7 3.235 1939.2 3882 -83.7
7.58 3.303 1981.2 3963.6 3.229 1935.6 3874.8 -88.8
7.58 3.301 1980 3961.2 3.223 1931.7 3867.3 -93.9
7.59 3.299 1979.1 3959.1 3.216 1927.8 3859.5 -99.6
7.60 3.298 1978.2 3957.3 3.21 1924.2 3852 -105.3
7.60 3.296 1977 3955.2 3.204 1920.3 3844.5 -110.7
7.61 3.294 1975.8 3952.8 3.197 1916.4 3836.7 -116.1
7.62 3.292 1974.9 3950.7 3.191 1912.8 3829.2 -121.5
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 9 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
7.63 3.291 1974 3948.9 3.185 1908.9 3821.7 -127.2
7.63 3.289 1972.5 3946.5 3.178 1905.3 3814.2 -132.3
7.64 3.286 1971.3 3943.8 3.173 1902 3807.3 -136.5
7.65 3.285 1970.7 3942 3.167 1898.4 3800.4 -141.6
7.65 3.284 1969.8 3940.5 3.161 1894.8 3793.2 -147.3
7.66 3.282 1968.6 3938.4 3.155 1891.8 3786.6 -151.8
7.67 3.28 1967.7 3936.3 3.151 1889.4 3781.2 -155.1
7.67 3.279 1966.8 3934.5 3.147 1887 3776.4 -158.1
7.68 3.277 1965.6 3932.4 3.143 1884.6 3771.6 -160.8
7.69 3.275 1964.4 3930 3.139 1882.2 3766.8 -163.2
7.69 3.273 1963.5 3927.9 3.135 1879.8 3762 -165.9
7.70 3.272 1962.9 3926.4 3.131 1877.4 3757.2 -169.2
7.71 3.271 1961.7 3924.6 3.127 1874.7 3752.1 -172.5
7.72 3.268 1960.5 3922.2 3.122 1871.7 3746.4 -175.8
7.72 3.267 1959.9 3920.4 3.117 1868.7 3740.4 -180
7.73 3.266 1958.7 3918.6 3.112 1866 3734.7 -183.9
7.74 3.263 1957.5 3916.2 3.108 1863.3 3729.3 -186.9
7.74 3.262 1976.1 3933.6 3.103 1860.3 3723.6 -210
7.75 3.325 2038.2 4014.3 3.098 1857.3 3717.6 -296.7
7.76 3.469 2109.9 4148.1 3.093 1854.3 3711.6 -436.5
7.76 3.564 2154 4263.9 3.088 1851.3 3705.6 -558.3
7.77 3.616 2179.5 4333.5 3.083 1848.3 3699.6 -633.9
7.78 3.649 2195.1 4374.6 3.078 1845.3 3693.6 -681
7.78 3.668 2204.1 4399.2 3.073 1842.3 3687.6 -711.6
7.79 3.679 2209.2 4413.3 3.068 1839 3681.3 -732
7.80 3.685 2211.9 4421.1 3.062 1835.7 3674.7 -746.4
7.81 3.688 2213.4 4425.3 3.057 1832.7 3668.4 -756.9
7.81 3.69 2214.3 4427.7 3.052 1829.7 3662.4 -765.3
7.82 3.691 2214.6 4428.9 3.047 1826.7 3656.4 -772.5
7.83 3.691 2214.3 4428.9 3.042 1824 3650.7 -778.2
7.83 3.69 2214 4428.3 3.038 1821.3 3645.3 -783
7.84 3.69 2213.7 4427.7 3.033 1818.3 3639.6 -788.1
7.85 3.689 2213.1 4426.8 3.028 1815.3 3633.6 -793.2
7.85 3.688 2212.5 4425.6 3.023 1812.3 3627.6 -798
7.86 3.687 2211.9 4424.4 3.018 1809.3 3621.6 -802.8
7.87 3.686 2211.3 4423.2 3.013 1806.3 3615.6 -807.6
7.88 3.685 2211 4422.3 3.008 1803.3 3609.6 -812.7
7.88 3.685 2210.7 4421.7 3.003 1800.3 3603.6 -818.1
7.89 3.684 2210.1 4420.8 2.998 1797.3 3597.6 -823.2
7.90 3.683 2209.5 4419.6 2.993 1794.3 3591.6 -828
7.90 3.682 2208.9 4418.4 2.988 1791 3585.3 -833.1
7.91 3.681 2208.3 4417.2 2.982 1787.7 3578.7 -838.5
7.92 3.68 2207.7 4416 2.977 1784.4 3572.1 -843.9
7.92 3.679 2207.1 4414.8 2.971 1780.8 3565.2 -849.6
7.93 3.678 2206.8 4413.9 2.965 1777.2 3558 -855.9
7.94 3.678 2206.5 4413.3 2.959 1773.6 3550.8 -862.5
7.94 3.677 2205.9 4412.4 2.953 1770 3543.6 -868.8
7.95 3.676 2205.3 4411.2 2.947 1766.4 3536.4 -874.8
7.96 3.675 2204.7 4410 2.941 1762.8 3529.2 -880.8
7.97 3.674 2204.1 4408.8 2.935 1759.2 3522 -886.8
7.97 3.673 2203.5 4407.6 2.929 1755.6 3514.8 -892.8
7.98 3.672 2202.9 4406.4 2.923 1752 3507.6 -898.8
7.99 3.671 2202.6 4405.5 2.917 1748.4 3500.4 -905.1
7.99 3.671 2202.3 4404.9 2.911 1744.5 3492.9 -912
8.00 3.67 2201.7 4404 2.904 1740.6 3485.1 -918.9
8.01 3.669 2201.1 4402.8 2.898 1737 3477.6 -925.2
8.01 3.668 2200.5 4401.6 2.892 1733.1 3470.1 -931.5
8.02 3.667 2199.9 4400.4 2.885 1729.2 3462.3 -938.1
8.03 3.666 2199.3 4399.2 2.879 1725.6 3454.8 -944.4
8.03 3.665 2199 4398.3 2.873 1721.7 3447.3 -951
8.04 3.665 2198.7 4397.7 2.866 1717.8 3439.5 -958.2
8.05 3.664 2198.1 4396.8 2.86 1714.2 3432 -964.8
8.06 3.663 2197.5 4395.6 2.854 1710.6 3424.8 -970.8
8.06 3.662 2196.9 4394.4 2.848 1707 3417.6 -976.8
8.07 3.661 2196.3 4393.2 2.842 1703.7 3410.7 -982.5
8.08 3.66 2196 4392.3 2.837 1701 3404.7 -987.6
8.08 3.66 2195.7 4391.7 2.833 1698.6 3399.6 -992.1
8.09 3.659 2195.1 4390.8 2.829 1695.9 3394.5 -996.3
8.10 3.658 2194.5 4389.6 2.824 1693.2 3389.1 -1000.5
8.10 3.657 2193.9 4388.4 2.82 1690.5 3383.7 -1004.7
8.11 3.656 2193.6 4387.5 2.815 1687.8 3378.3 -1009.2
8.12 3.656 2193.3 4386.9 2.811 1685.1 3372.9 -1014
8.13 3.655 2192.7 4386 2.806 1682.4 3367.5 -1018.5
8.13 3.654 2192.1 4384.8 2.802 1679.7 3362.1 -1022.7
8.14 3.653 2191.5 4383.6 2.797 1676.7 3356.4 -1027.2
8.15 3.652 2191.2 4382.7 2.792 1674 3350.7 -1032
8.15 3.652 2190.9 4382.1 2.788 1671.3 3345.3 -1036.8
8.16 3.651 2190.3 4381.2 2.783 1668.6 3339.9 -1041.3
8.17 3.65 2189.7 4380 2.779 1665.9 3334.5 -1045.5
8.17 3.649 2189.1 4378.8 2.774 1663.2 3329.1 -1049.7
8.18 3.648 2188.8 4377.9 2.77 1660.5 3323.7 -1054.2
8.19 3.648 2188.5 4377.3 2.765 1657.5 3318 -1059.3
8.19 3.647 2187.9 4376.4 2.76 1654.5 3312 -1064.4
8.20 3.646 2187.3 4375.2 2.755 1651.8 3306.3 -1068.9
8.21 3.645 2187 4374.3 2.751 1649.1 3300.9 -1073.4
8.22 3.645 2186.7 4373.7 2.746 1646.4 3295.5 -1078.2
8.22 3.644 2186.1 4372.8 2.742 1643.7 3290.1 -1082.7
8.23 3.643 2185.5 4371.6 2.737 1640.7 3284.4 -1087.2
8.24 3.642 2185.2 4370.7 2.732 1638 3278.7 -1092
8.24 3.642 2184.9 4370.1 2.728 1635.3 3273.3 -1096.8
8.25 3.641 2184.3 4369.2 2.723 1632.3 3267.6 -1101.6
8.26 3.64 2183.7 4368 2.718 1629 3261.3 -1106.7
8.26 3.639 2183.4 4367.1 2.712 1625.7 3254.7 -1112.4
8.27 3.639 2183.1 4366.5 2.707 1622.7 3248.4 -1118.1
8.28 3.638 2182.5 4365.6 2.702 1619.4 3242.1 -1123.5
8.28 3.637 2182.2 4364.7 2.696 1616.1 3235.5 -1129.2
8.29 3.637 2181.9 4364.1 2.691 1612.8 3228.9 -1135.2
8.30 3.636 2181.6 4363.5 2.685 1609.5 3222.3 -1141.2
8.31 3.636 2181.3 4362.9 2.68 1606.2 3215.7 -1147.2
8.31 3.635 2181 4362.3 2.674 1602.6 3208.8 -1153.5
8.32 3.635 2180.7 4361.7 2.668 1599.3 3201.9 -1159.8
8.33 3.634 2141.1 4321.8 2.663 1596 3195.3 -1126.5
8.33 3.503 2058 4199.1 2.657 1592.4 3188.4 -1010.7
8.34 3.357 1986.6 4044.6 2.651 1588.8 3181.2 -863.4
8.35 3.265 1942.5 3929.1 2.645 1585.5 3174.3 -754.8
8.35 3.21 1916.4 3858.9 2.64 1582.2 3167.7 -691.2
8.36 3.178 1901.1 3817.5 2.634 1578.6 3160.8 -656.7
8.37 3.159 1892.4 3793.5 2.628 1575 3153.6 -639.9
8.38 3.149 1887 3779.4 2.622 1571.4 3146.4 -633
8.38 3.141 1883.1 3770.1 2.616 1567.8 3139.2 -630.9
8.39 3.136 1881 3764.1 2.61 1564.2 3132 -632.1
8.40 3.134 1880.1 3761.1 2.604 1560.9 3125.1 -636
8.40 3.133 1879.8 3759.9 2.599 1557.6 3118.5 -641.4
8.41 3.133 1879.5 3759.3 2.593 1554 3111.6 -647.7
8.42 3.132 1878.3 3757.8 2.587 1550.4 3104.4 -653.4
8.42 3.129 1876.5 3754.8 2.581 1546.8 3097.2 -657.6
8.43 3.126 1874.4 3750.9 2.575 1543.2 3090 -660.9
8.44 3.122 1872.6 3747 2.569 1539.6 3082.8 -664.2
8.44 3.12 1871.1 3743.7 2.563 1536 3075.6 -668.1
8.45 3.117 1869.6 3740.7 2.557 1532.7 3068.7 -672
8.46 3.115 1868.7 3738.3 2.552 1529.4 3062.1 -676.2
8.47 3.114 1867.8 3736.5 2.546 1525.8 3055.2 -681.3
8.47 3.112 1866.6 3734.4 2.54 1522.5 3048.3 -686.1
8.48 3.11 1865.7 3732.3 2.535 1519.5 3042 -690.3
8.49 3.109 1864.8 3730.5 2.53 1516.8 3036.3 -694.2
8.49 3.107 1863.6 3728.4 2.526 1514.1 3030.9 -697.5
8.50 3.105 1862.7 3726.3 2.521 1511.1 3025.2 -701.1
8.51 3.104 1861.8 3724.5 2.516 1508.1 3019.2 -705.3
8.51 3.102 1860.9 3722.7 2.511 1505.4 3013.5 -709.2
8.52 3.101 1860 3720.9 2.507 1502.7 3008.1 -712.8
8.53 3.099 1858.8 3718.8 2.502 1500 3002.7 -716.1
8.53 3.097 1857.9 3716.7 2.498 1497.6 2997.6 -719.1
8.54 3.096 1857 3714.9 2.494 1495.2 2992.8 -722.1
8.55 3.094 1855.8 3712.8 2.49 1492.8 2988 -724.8
8.56 3.092 1854.9 3710.7 2.486 1490.1 2982.9 -727.8
8.56 3.091 1854 3708.9 2.481 1487.1 2977.2 -731.7
8.57 3.089 1853.1 3707.1 2.476 1484.4 2971.5 -735.6
8.58 3.088 1852.2 3705.3 2.472 1481.7 2966.1 -739.2
8.58 3.086 1851.3 3703.5 2.467 1479 2960.7 -742.8
8.59 3.085 1850.7 3702 2.463 1476.6 2955.6 -746.4
8.60 3.084 1849.8 3700.5 2.459 1474.5 2951.1 -749.4
8.60 3.082 1848.9 3698.7 2.456 1472.7 2947.2 -751.5
8.61 3.081 1848 3696.9 2.453 1471.2 2943.9 -753
8.62 3.079 1847.1 3695.1 2.451 1469.7 2940.9 -754.2
8.63 3.078 1846.2 3693.3 2.448 1468.2 2937.9 -755.4
8.63 3.076 1845.3 3691.5 2.446 1466.7 2934.9 -756.6
8.64 3.075 1844.4 3689.7 2.443 1464.6 2931.3 -758.4
8.65 3.073 1843.5 3687.9 2.439 1462.5 2927.1 -760.8
8.65 3.072 1842.6 3686.1 2.436 1460.4 2922.9 -763.2
8.66 3.07 1841.7 3684.3 2.432 1458 2918.4 -765.9
8.67 3.069 1840.8 3682.5 2.428 1455.6 2913.6 -768.9
8.67 3.067 1839.9 3680.7 2.424 1452.9 2908.5 -772.2
8.68 3.066 1839 3678.9 2.419 1450.2 2903.1 -775.8
8.69 3.064 1838.1 3677.1 2.415 1447.8 2898 -779.1
8.69 3.063 1837.2 3675.3 2.411 1445.4 2893.2 -782.1
8.70 3.061 1836.3 3673.5 2.407 1443.3 2888.7 -784.8
8.71 3.06 1835.4 3671.7 2.404 1441.2 2884.5 -787.2
8.72 3.058 1834.5 3669.9 2.4 1439.1 2880.3 -789.6
8.72 3.057 1833.6 3668.1 2.397 1437 2876.1 -792
8.73 3.055 1832.7 3666.3 2.393 1434.6 2871.6 -794.7
8.74 3.054 1831.8 3664.5 2.389 1432.5 2867.1 -797.4
8.74 3.052 1830.9 3662.7 2.386 1430.7 2863.2 -799.5
8.75 3.051 1830.3 3661.2 2.383 1428.6 2859.3 -801.9
8.76 3.05 1829.4 3659.7 2.379 1426.2 2854.8 -804.9
8.76 3.048 1828.5 3657.9 2.375 1423.8 2850 -807.9
8.77 3.047 1827.6 3656.1 2.371 1421.1 2844.9 -811.2
8.78 3.045 1826.7 3654.3 2.366 1418.4 2839.5 -814.8
8.78 3.044 1825.8 3652.5 2.362 1415.7 2834.1 -818.4
8.79 3.042 1824.9 3650.7 2.357 1413 2828.7 -822
8.80 3.041 1824 3648.9 2.353 1410.3 2823.3 -825.6
8.81 3.039 1823.1 3647.1 2.348 1407.6 2817.9 -829.2
8.81 3.038 1822.2 3645.3 2.344 1405.2 2812.8 -832.5
8.82 3.036 1821 3643.2 2.34 1402.8 2808 -835.2
8.83 3.034 1820.1 3641.1 2.336 1400.7 2803.5 -837.6
8.83 3.033 1819.2 3639.3 2.333 1398.9 2799.6 -839.7
8.84 3.031 1818.3 3637.5 2.33 1396.8 2795.7 -841.8
8.85 3.03 1817.4 3635.7 2.326 1394.7 2791.5 -844.2
8.85 3.028 1816.5 3633.9 2.323 1392.6 2787.3 -846.6
8.86 3.027 1815.6 3632.1 2.319 1390.2 2782.8 -849.3
8.87 3.025 1814.7 3630.3 2.315 1387.5 2777.7 -852.6
8.88 3.024 1813.8 3628.5 2.31 1384.5 2772 -856.5
8.88 3.022 1812.9 3626.7 2.305 1381.2 2765.7 -861
8.89 3.021 1812.3 3625.2 2.299 1377.3 2758.5 -866.7
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 10 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
8.90 3.02 1811.4 3623.7 2.292 1373.4 2750.7 -873
8.90 3.018 1810.5 3621.9 2.286 1370.1 2743.5 -878.4
8.91 3.017 1809.6 3620.1 2.281 1367.1 2737.2 -882.9
8.92 3.015 1808.7 3618.3 2.276 1364.4 2731.5 -886.8
8.92 3.014 1807.8 3616.5 2.272 1362 2726.4 -890.1
8.93 3.012 1806.9 3614.7 2.268 1359.3 2721.3 -893.4
8.94 3.011 1806 3612.9 2.263 1356 2715.3 -897.6
8.94 3.009 1805.1 3611.1 2.257 1352.1 2708.1 -903
8.95 3.008 1804.2 3609.3 2.25 1347.6 2699.7 -909.6
8.96 3.006 1803 3607.2 2.242 1343.4 2691 -916.2
8.97 3.004 1802.1 3605.1 2.236 1340.1 2683.5 -921.6
8.97 3.003 1801.2 3603.3 2.231 1337.4 2677.5 -925.8
8.98 3.001 1800.3 3601.5 2.227 1334.7 2672.1 -929.4
8.99 3 1799.4 3599.7 2.222 1331.7 2666.4 -933.3
8.99 2.998 1798.5 3597.9 2.217 1328.4 2660.1 -937.8
9.00 2.997 1797.6 3596.1 2.211 1325.1 2653.5 -942.6
9.01 2.995 1796.7 3594.3 2.206 1322.1 2647.2 -947.1
9.01 2.994 1795.8 3592.5 2.201 1319.1 2641.2 -951.3
9.02 2.992 1794.9 3590.7 2.196 1315.8 2634.9 -955.8
9.03 2.991 1794 3588.9 2.19 1312.5 2628.3 -960.6
9.03 2.989 1792.8 3586.8 2.185 1309.5 2622 -964.8
9.04 2.987 1791.9 3584.7 2.18 1306.2 2615.7 -969
9.05 2.986 1791 3582.9 2.174 1302.9 2609.1 -973.8
9.06 2.984 1790.1 3581.1 2.169 1299.6 2602.5 -978.6
9.06 2.983 1789.2 3579.3 2.163 1296.3 2595.9 -983.4
9.07 2.981 1788.3 3577.5 2.158 1293 2589.3 -988.2
9.08 2.98 1787.4 3575.7 2.152 1289.4 2582.4 -993.3
9.08 2.978 1786.5 3573.9 2.146 1285.8 2575.2 -998.7
9.09 2.977 1785.6 3572.1 2.14 1282.5 2568.3 -1003.8
9.10 2.975 1784.7 3570.3 2.135 1279.2 2561.7 -1008.6
9.10 2.974 1783.8 3568.5 2.129 1275.3 2554.5 -1014
9.11 2.972 1782.6 3566.4 2.122 1271.4 2546.7 -1019.7
9.12 2.97 1781.7 3564.3 2.116 1267.5 2538.9 -1025.4
9.13 2.969 1780.8 3562.5 2.109 1263.6 2531.1 -1031.4
9.13 2.967 1779.9 3560.7 2.103 1260 2523.6 -1037.1
9.14 2.966 1779 3558.9 2.097 1256.4 2516.4 -1042.5
9.15 2.964 1778.1 3557.1 2.091 1252.5 2508.9 -1048.2
9.15 2.963 1777.2 3555.3 2.084 1248.6 2501.1 -1054.2
9.16 2.961 1776.3 3553.5 2.078 1244.7 2493.3 -1060.2
9.17 2.96 1775.1 3551.4 2.071 1240.8 2485.5 -1065.9
9.17 2.957 1773.9 3549 2.065 1237.5 2478.3 -1070.7
9.18 2.956 1773 3546.9 2.06 1234.2 2471.7 -1075.2
9.19 2.954 1772.1 3545.1 2.054 1230.9 2465.1 -1080
9.19 2.953 1771.2 3543.3 2.049 1227.6 2458.5 -1084.8
9.20 2.951 1770.3 3541.5 2.043 1223.7 2451.3 -1090.2
9.21 2.95 1769.4 3539.7 2.036 1219.5 2443.2 -1096.5
9.22 2.948 1768.5 3537.9 2.029 1215.3 2434.8 -1103.1
9.22 2.947 1767.6 3536.1 2.022 1211.4 2426.7 -1109.4
9.23 2.945 1766.7 3534.3 2.016 1208.1 2419.5 -1114.8
9.24 2.944 1765.5 3532.2 2.011 1205.1 2413.2 -1119
9.24 2.941 1764.3 3529.8 2.006 1201.8 2406.9 -1122.9
9.25 2.94 1763.4 3527.7 2 1197.9 2399.7 -1128
9.26 2.938 1762.5 3525.9 1.993 1193.7 2391.6 -1134.3
9.26 2.937 1761.6 3524.1 1.986 1189.2 2382.9 -1141.2
9.27 2.935 1760.7 3522.3 1.978 1184.7 2373.9 -1148.4
9.28 2.934 1759.5 3520.2 1.971 1180.5 2365.2 -1155
9.28 2.931 1758.3 3517.8 1.964 1176.3 2356.8 -1161
9.29 2.93 1757.4 3515.7 1.957 1172.1 2348.4 -1167.3
9.30 2.928 1756.5 3513.9 1.95 1167.6 2339.7 -1174.2
9.31 2.927 1755.6 3512.1 1.942 1163.1 2330.7 -1181.4
9.31 2.925 1754.7 3510.3 1.935 1159.2 2322.3 -1188
9.32 2.924 1753.8 3508.5 1.929 1155.9 2315.1 -1193.4
9.33 2.922 1752.9 3506.7 1.924 1152.9 2308.8 -1197.9
9.33 2.921 1751.7 3504.6 1.919 1149.9 2302.8 -1201.8
9.34 2.918 1750.5 3502.2 1.914 1146.9 2296.8 -1205.4
9.35 2.917 1749.6 3500.1 1.909 1144.2 2291.1 -1209
9.35 2.915 1748.7 3498.3 1.905 1141.8 2286 -1212.3
9.36 2.914 1747.8 3496.5 1.901 1139.4 2281.2 -1215.3
9.37 2.912 1746.9 3494.7 1.897 1137 2276.4 -1218.3
9.38 2.911 1746 3492.9 1.893 1134.9 2271.9 -1221
9.38 2.909 1745.1 3491.1 1.89 1133.1 2268 -1223.1
9.39 2.908 1743.9 3489 1.887 1131 2264.1 -1224.9
9.40 2.905 1742.7 3486.6 1.883 1128.6 2259.6 -1227
9.40 2.904 1741.8 3484.5 1.879 1126.2 2254.8 -1229.7
9.41 2.902 1740.9 3482.7 1.875 1123.8 2250 -1232.7
9.42 2.901 1740 3480.9 1.871 1121.1 2244.9 -1236
9.42 2.899 1739.1 3479.1 1.866 1117.8 2238.9 -1240.2
9.43 2.898 1738.2 3477.3 1.86 1114.8 2232.6 -1244.7
9.44 2.896 1737.3 3475.5 1.856 1111.8 2226.6 -1248.9
9.44 2.895 1736.4 3473.7 1.85 1108.8 2220.6 -1253.1
9.45 2.893 1735.5 3471.9 1.846 1106.1 2214.9 -1257
9.46 2.892 1734.3 3469.8 1.841 1103.1 2209.2 -1260.6
9.47 2.889 1733.1 3467.4 1.836 1100.1 2203.2 -1264.2
9.47 2.888 1732.2 3465.3 1.831 1097.1 2197.2 -1268.1
9.48 2.886 1731.3 3463.5 1.826 1094.1 2191.2 -1272.3
9.49 2.885 1730.4 3461.7 1.821 1091.1 2185.2 -1276.5
9.49 2.883 1729.5 3459.9 1.816 1087.8 2178.9 -1281
9.50 2.882 1728.3 3457.8 1.81 1084.2 2172 -1285.8
9.51 2.879 1727.4 3455.7 1.804 1080.9 2165.1 -1290.6
9.51 2.879 1726.5 3453.9 1.799 1077.9 2158.8 -1295.1
9.52 2.876 1725.3 3451.8 1.794 1075.2 2153.1 -1298.7
9.53 2.875 1724.4 3449.7 1.79 1072.8 2148 -1301.7
9.53 2.873 1723.5 3447.9 1.786 1070.4 2143.2 -1304.7
9.54 2.872 1722.6 3446.1 1.782 1068.3 2138.7 -1307.4
9.55 2.87 1721.7 3444.3 1.779 1066.2 2134.5 -1309.8
9.56 2.869 1720.5 3442.2 1.775 1063.8 2130 -1312.2
9.56 2.866 1719.3 3439.8 1.771 1061.4 2125.2 -1314.6
9.57 2.865 1718.4 3437.7 1.767 1059 2120.4 -1317.3
9.58 2.863 1717.5 3435.9 1.763 1056.6 2115.6 -1320.3
9.58 2.862 1716.6 3434.1 1.759 1053.9 2110.5 -1323.6
9.59 2.86 1715.7 3432.3 1.754 1050.9 2104.8 -1327.5
9.60 2.859 1714.8 3430.5 1.749 1047.9 2098.8 -1331.7
9.60 2.857 1713.6 3428.4 1.744 1044.6 2092.5 -1335.9
9.61 2.855 1712.4 3426 1.738 1041.3 2085.9 -1340.1
9.62 2.853 1711.5 3423.9 1.733 1038 2079.3 -1344.6
9.63 2.852 1710.6 3422.1 1.727 1034.7 2072.7 -1349.4
9.63 2.85 1709.7 3420.3 1.722 1031.4 2066.1 -1354.2
9.64 2.849 1708.8 3418.5 1.716 1028.1 2059.5 -1359
9.65 2.847 1707.6 3416.4 1.711 1024.8 2052.9 -1363.5
9.65 2.845 1706.7 3414.3 1.705 1021.5 2046.3 -1368
9.66 2.844 1705.8 3412.5 1.7 1018.2 2039.7 -1372.8
9.67 2.842 1704.6 3410.4 1.694 1015.2 2033.4 -1377
9.67 2.84 1703.4 3408 1.69 1012.5 2027.7 -1380.3
9.68 2.838 1702.2 3405.6 1.685 1009.2 2021.7 -1383.9
9.69 2.836 1701.3 3403.5 1.679 1005.9 2015.1 -1388.4
9.69 2.835 1702.8 3404.1 1.674 1003.2 2009.1 -1395
9.70 2.841 1706.1 3408.9 1.67 1000.5 2003.7 -1405.2
9.71 2.846 1708.8 3414.9 1.665 997.8 1998.3 -1416.6
9.72 2.85 1710 3418.8 1.661 995.4 1993.2 -1425.6
9.72 2.85 1710 3420 1.657 993 1988.4 -1431.6
9.73 2.85 1709.1 3419.1 1.653 990.9 1983.9 -1435.2
9.74 2.847 1707.9 3417 1.65 988.8 1979.7 -1437.3
9.74 2.846 1707 3414.9 1.646 986.7 1975.5 -1439.4
9.75 2.844 1705.8 3412.8 1.643 984.9 1971.6 -1441.2
9.76 2.842 1704.6 3410.4 1.64 983.1 1968 -1442.4
9.76 2.84 1703.7 3408.3 1.637 981.3 1964.4 -1443.9
9.77 2.839 1702.5 3406.2 1.634 979.2 1960.5 -1445.7
9.78 2.836 1701.3 3403.8 1.63 977.1 1956.3 -1447.5
9.78 2.835 1700.4 3401.7 1.627 975.3 1952.4 -1449.3
9.79 2.833 1699.2 3399.6 1.624 973.5 1948.8 -1450.8
9.80 2.831 1698 3397.2 1.621 971.7 1945.2 -1452
9.81 2.829 1696.8 3394.8 1.618 969.9 1941.6 -1453.2
9.81 2.827 1695.9 3392.7 1.615 967.8 1937.7 -1455
9.82 2.826 1694.7 3390.6 1.611 965.4 1933.2 -1457.4
9.83 2.823 1693.5 3388.2 1.607 963 1928.4 -1459.8
9.83 2.822 1692.6 3386.1 1.603 960.6 1923.6 -1462.5
9.84 2.82 1691.4 3384 1.599 957.9 1918.5 -1465.5
9.85 2.818 1690.2 3381.6 1.594 954.9 1912.8 -1468.8
9.85 2.816 1689.3 3379.5 1.589 952.2 1907.1 -1472.4
9.86 2.815 1688.1 3377.4 1.585 949.5 1901.7 -1475.7
9.87 2.812 1686.9 3375 1.58 946.5 1896 -1479
9.88 2.811 1685.7 3372.6 1.575 943.8 1890.3 -1482.3
9.88 2.808 1684.5 3370.2 1.571 941.4 1885.2 -1485
9.89 2.807 1683.6 3368.1 1.567 939 1880.4 -1487.7
9.90 2.805 1682.4 3366 1.563 936.6 1875.6 -1490.4
9.90 2.803 1681.2 3363.6 1.559 934.5 1871.1 -1492.5
9.91 2.801 1680.3 3361.5 1.556 932.7 1867.2 -1494.3
9.92 2.8 1679.4 3359.7 1.553 930.9 1863.6 -1496.1
9.92 2.798 1678.2 3357.6 1.55 929.1 1860 -1497.6
9.93 2.796 1677 3355.2 1.547 927.3 1856.4 -1498.8
9.94 2.794 1675.8 3352.8 1.544 925.8 1853.1 -1499.7
9.94 2.792 1674.9 3350.7 1.542 924.3 1850.1 -1500.6
9.95 2.791 1673.7 3348.6 1.539 922.5 1846.8 -1501.8
9.96 2.788 1672.5 3346.2 1.536 920.7 1843.2 -1503
9.97 2.787 1671.9 3344.4 1.533 918.9 1839.6 -1504.8
9.97 2.786 1673.4 3345.3 1.53 917.4 1836.3 -1509
9.98 2.792 1676.1 3349.5 1.528 915.9 1833.3 -1516.2
9.99 2.795 1676.1 3352.2 1.525 914.1 1830 -1522.2
9.99 2.792 1673.4 3349.5 1.522 912.3 1826.4 -1523.1
10.00 2.786 1670.1 3343.5 1.519 910.2 1822.5 -1521
10.01 2.781 1667.4 3337.5 1.515 908.1 1818.3 -1519.2
10.01 2.777 1665 3332.4 1.512 906.3 1814.4 -1518
10.02 2.773 1663.2 3328.2 1.509 904.5 1810.8 -1517.4
10.03 2.771 1661.7 3324.9 1.506 902.7 1807.2 -1517.7
10.03 2.768 1660.5 3322.2 1.503 900.9 1803.6 -1518.6
10.04 2.767 1659.3 3319.8 1.5 899.1 1800 -1519.8
10.05 2.764 1658.1 3317.4 1.497 897.3 1796.4 -1521
10.06 2.763 1656.9 3315 1.494 895.5 1792.8 -1522.2
10.06 2.76 1655.7 3312.6 1.491 893.7 1789.2 -1523.4
10.07 2.759 1654.5 3310.2 1.488 892.2 1785.9 -1524.3
10.08 2.756 1653 3307.5 1.486 890.7 1782.9 -1524.6
10.08 2.754 1652.1 3305.1 1.483 888.9 1779.6 -1525.5
10.09 2.753 1650.9 3303 1.48 887.4 1776.3 -1526.7
10.10 2.75 1649.7 3300.6 1.478 885.9 1773.3 -1527.3
10.10 2.749 1648.5 3298.2 1.475 884.1 1770 -1528.2
10.11 2.746 1647.3 3295.8 1.472 882.6 1766.7 -1529.1
10.12 2.745 1646.1 3293.4 1.47 881.4 1764 -1529.4
10.13 2.742 1644.9 3291 1.468 879.9 1761.3 -1529.7
10.13 2.741 1644 3288.9 1.465 878.4 1758.3 -1530.6
10.14 2.739 1642.8 3286.8 1.463 877.2 1755.6 -1531.2
10.15 2.737 1641.6 3284.4 1.461 876.3 1753.5 -1530.9
10.15 2.735 1640.4 3282 1.46 876.3 1752.6 -1529.4
10.16 2.733 1639.2 3279.6 1.461 876.6 1752.9 -1526.7
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 11 of 11 Fig7-8_Data
Data for Figure 7 and 8: Inflow Discharge Rates and Volumes to Peltier Lake from NE Lino Watershed and Direct
Tributary Drainage Area
Volume
using
average Proposed Volume
Existing between Conditions using average
Conditions time Input between
Time (10 min Input @ increment Cumulative Discharge @ time Cumulative Difference in
increment) - DAYS Peltier (CFS) (CF) Volume (CF) Peltier(CFS) increment CF Volume (CF) Volume CF
10.17 2.731 1638 3277.2 1.461 876.9 1753.5 -1523.7
10.17 2.729 1637.1 3275.1 1.462 877.2 1754.1 -1521
10.18 2.728 1635.9 3273 1.462 876.9 1754.1 -1518.9
10.19 2.725 1634.7 3270.6 1.461 876.3 1753.2 -1517.4
10.19 2.724 1633.5 3268.2 1.46 875.7 1752 -1516.2
10.20 2.721 1632.3 3265.8 1.459 874.8 1750.5 -1515.3
10.21 2.72 1631.1 3263.4 1.457 873.3 1748.1 -1515.3
10.22 2.717 1629.6 3260.7 1.454 871.5 1744.8 -1515.9
10.22 2.715 1628.7 3258.3 1.451 869.7 1741.2 -1517.1
10.23 2.714 1627.5 3256.2 1.448 867.9 1737.6 -1518.6
10.24 2.711 1626.3 3253.8 1.445 866.1 1734 -1519.8
10.24 2.71 1624.8 3251.1 1.442 864 1730.1 -1521
10.25 2.706 1623.3 3248.1 1.438 1242.9 2106.9 -1141.2
10.26 2.705 1622.1 3245.4 2.705 1622.1 2865 -380.4
10.26 2.702 1620.9 3243 2.702 1620.9 3243 0
10.27 2.701 1620 3240.9 2.701 1620 3240.9 0
10.28 2.699 1618.8 3238.8 2.699 1618.8 3238.8 0
10.28 2.697 1617.3 3236.1 2.697 1617.3 3236.1 0
10.29 2.694 1615.5 3232.8 2.694 1615.5 3232.8 0
10.30 2.691 1613.7 3229.2 2.691 1613.7 3229.2 0
10.31 2.688 1611 3224.7 2.688 1611 3224.7 0
10.31 2.682 1608.3 3219.3 2.682 1608.3 3219.3 0
10.32 2.679 1605.6 3213.9 2.679 1605.6 3213.9 0
10.33 2.673 1602.6 3208.2 2.673 1602.6 3208.2 0
10.33 2.669 1599.6 3202.2 2.669 1599.6 3202.2 0
10.34 2.663 1596.3 3195.9 2.663 1596.3 3195.9 0
10.35 2.658 1593.6 3189.9 2.658 1593.6 3189.9 0
10.35 2.654 1590.6 3184.2 2.654 1590.6 3184.2 0
10.36 2.648 1587.6 3178.2 2.648 1587.6 3178.2 0
10.37 2.644 1584.6 3172.2 2.644 1584.6 3172.2 0
10.38 2.638 1581.9 3166.5 2.638 1581.9 3166.5 0
10.38 2.635 1579.2 3161.1 2.635 1579.2 3161.1 0
10.39 2.629 1576.2 3155.4 2.629 1576.2 3155.4 0
10.40 2.625 1573.8 3150 2.625 1573.8 3150 0
10.40 2.621 1570.8 3144.6 2.621 1570.8 3144.6 0
10.41 2.615 1568.1 3138.9 2.615 1568.1 3138.9 0
10.42 2.612 1565.4 3133.5 2.612 1565.4 3133.5 0
10.42 2.606 1562.7 3128.1 2.606 1562.7 3128.1 0
10.43 2.603 1560.3 3123 2.603 1560.3 3123 0
10.44 2.598 1557.9 3118.2 2.598 1557.9 3118.2 0
10.44 2.595 1555.8 3113.7 2.595 1555.8 3113.7 0
10.45 2.591 1552.8 3108.6 2.591 1552.8 3108.6 0
10.46 2.585 1550.4 3103.2 2.585 1550.4 3103.2 0
10.47 2.583 1548 3098.4 2.583 1548 3098.4 0
10.47 2.577 1545.6 3093.6 2.577 1545.6 3093.6 0
10.48 2.575 1543.5 3089.1 2.575 1543.5 3089.1 0
10.49 2.57 1541.1 3084.6 2.57 1541.1 3084.6 0
10.49 2.567 1539 3080.1 2.567 1539 3080.1 0
10.50 2.563 1536.3 3075.3 2.563 1536.3 3075.3 0
10.51 2.558 1534.2 3070.5 2.558 1534.2 3070.5 0
10.51 2.556 1532.1 3066.3 2.556 1532.1 3066.3 0
10.52 2.551 1530 3062.1 2.551 1530 3062.1 0
10.53 2.549 1528.2 3058.2 2.549 1528.2 3058.2 0
10.53 2.545 1525.8 3054 2.545 1525.8 3054 0
10.54 2.541 1523.7 3049.5 2.541 1523.7 3049.5 0
10.55 2.538 1521.3 3045 2.538 1521.3 3045 0
10.56 2.533 1519.5 3040.8 2.533 1519.5 3040.8 0
10.56 2.532 1517.7 3037.2 2.532 1517.7 3037.2 0
10.57 2.527 1515.3 3033 2.527 1515.3 3033 0
10.58 2.524 1513.5 3028.8 2.524 1513.5 3028.8 0
10.58 2.521 1511.4 3024.9 2.521 1511.4 3024.9 0
10.59 2.517 1509.6 3021 2.517 1509.6 3021 0
10.60 2.515 1507.5 3017.1 2.515 1507.5 3017.1 0
10.60 2.51 1505.7 3013.2 2.51 1505.7 3013.2 0
10.61 2.509 1504.2 3009.9 2.509 1504.2 3009.9 0
10.62 2.505 1501.8 3006 2.505 1501.8 3006 0
10.63 2.501 1500 3001.8 2.501 1500 3001.8 0
10.63 2.499 1498.2 2998.2 2.499 1498.2 2998.2 0
10.64 2.495 1496.4 2994.6 2.495 1496.4 2994.6 0
10.65 2.493 1494.9 2991.3 2.493 1494.9 2991.3 0
10.65 2.49 1493.1 2988 2.49 1493.1 2988 0
10.66 2.487 1491.3 2984.4 2.487 1491.3 2984.4 0
10.67 2.484 1489.2 2980.5 2.484 1489.2 2980.5 0
10.67 2.48 1487.7 2976.9 2.48 1487.7 2976.9 0
10.68 2.479 1486.2 2973.9 2.479 1486.2 2973.9 0
10.69 2.475 1484.4 2970.6 2.475 1484.4 2970.6 0
10.69 2.473 1482.9 2967.3 2.473 1482.9 2967.3 0
10.70 2.47 1480.8 2963.7 2.47 1480.8 2963.7 0
10.71 2.466 1479.3 2960.1 2.466 1479.3 2960.1 0
10.72 2.465 1477.8 2957.1 2.465 1477.8 2957.1 0
10.72 2.461 1476.3 2954.1 2.461 1476.3 2954.1 0
10.73 2.46 1475.1 2951.4 2.46 1475.1 2951.4 0
10.74 2.457 1473.3 2948.4 2.457 1473.3 2948.4 0
10.74 2.454 1471.8 2945.1 2.454 1471.8 2945.1 0
10.75 2.452 1470 2941.8 2.452 1470 2941.8 0
10.76 2.448 1468.5 2938.5 2.448 1468.5 2938.5 0
10.76 2.447 1467.3 2935.8 2.447 1467.3 2935.8 0
10.77 2.444 1465.5 2932.8 2.444 1465.5 2932.8 0
10.78 2.441 1464.3 2929.8 2.441 1464.3 2929.8 0
10.78 2.44 1462.8 2927.1 2.44 1462.8 2927.1 0
10.79 2.436 1461.3 2924.1 2.436 1461.3 2924.1 0
10.80 2.435 1460.1 2921.4 2.435 1460.1 2921.4 0
10.81 2.432 1458.3 2918.4 2.432 1458.3 2918.4 0
10.81 2.429 1457.1 2915.4 2.429 1457.1 2915.4 0
10.82 2.428 1455.9 2913 2.428 1455.9 2913 0
10.83 2.425 1454.7 2910.6 2.425 1454.7 2910.6 0
10.83 2.424 1453.5 2908.2 2.424 1453.5 2908.2 0
10.84 2.421 1451.7 2905.2 2.421 1451.7 2905.2 0
10.85 2.418 1450.5 2902.2 2.418 1450.5 2902.2 0
10.85 2.417 1449.3 2899.8 2.417 1449.3 2899.8 0
10.86 2.414 1448.1 2897.4 2.414 1448.1 2897.4 0
10.87 2.413 1446.9 2895 2.413 1446.9 2895 0
10.88 2.41 1445.1 2892 2.41 1445.1 2892 0
10.88 2.407 1444.2 2889.3 2.407 1444.2 2889.3 0
10.89 2.407 1443 2887.2 2.407 1443 2887.2 0
10.90 2.403 1441.5 2884.5 2.403 1441.5 2884.5 0
10.90 2.402 1440.6 2882.1 2.402 1440.6 2882.1 0
10.91 2.4 1439.1 2879.7 2.4 1439.1 2879.7 0
10.92 2.397 1438.2 2877.3 2.397 1438.2 2877.3 0
10.92 2.397 1437 2875.2 2.397 1437 2875.2 0
10.93 2.393 1435.5 2872.5 2.393 1435.5 2872.5 0
10.94 2.392 1434.6 2870.1 2.392 1434.6 2870.1 0
10.94 2.39 1433.1 2867.7 2.39 1433.1 2867.7 0
10.95 2.387 1432.2 2865.3 2.387 1432.2 2865.3 0
10.96 2.387 1431.3 2863.5 2.387 1431.3 2863.5 0
10.97 2.384 1429.8 2861.1 2.384 1429.8 2861.1 0
10.97 2.382 1428.9 2858.7 2.382 1428.9 2858.7 0
10.98 2.381 1427.7 2856.6 2.381 1427.7 2856.6 0
10.99 2.378 713.4 2141.1 2.378 713.4 2141.1 0
Total CF 43580266 62881742.4
Total AF 1000.47 1443.57
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 1 of 4 Fig9-Peltier_Stage_Elevation
887.6 5000
Figure 9 - Stage vs. Time and Discharge Rate vs. Time Hydrographs
8&7.4 exiting Peltier Lake
4500
887.2
4000
'887.0
3500
886.8
3000
886.6
886.4 •• 2500
A
u
A
p
886.2 • _
• 2000
•
•
•
•
886.0 — —
1500
885.8
885.6
500
885.4
885.2 0
0 1 2 3 4 5 6
Day
Existing Peltier Water Elevation 100YR-24HR Event -----Proposed Peltier Water Elevation 100YR-24HR Event Existing Discharge Rate Leaving Peltier-100 YR 24hr Event - - Proposed Discharge Rate Leaving Peltier Sta 110880
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 2 of 4 Fig9_Data
TABLE XXX EXISTING VS. PROPOSED WATER ELEVATION AND DISCHARGE RATE LEAVING
PELTIER
Existing
Existing Discharge
Peltier Proposed Rate Proposed
Water Peltier Water Leaving Discharge
Time (1 hr Elevation Elevation Peltier- 100 Rate Leaving
increment) 100YR- 100YR-24HR YR 24hr Peltier Sta
DAYS 24HR Event Event Event 110880 Difference
0.00 885.7 885.7 294.92 294.86 0.06
0.04 885.67 885.69 281.32 292.29 -10.97
0.08 885.65 885.68 270.45 286.14 -15.69
0.13 885.63 885.67 260.63 282.83 -22.2
0.17 885.61 885.67 252.07 281.1 -29.03
0.21 885.6 885.67 245.28 279.74 -34.46
0.25 885.58 885.67 240.21 281.39 -41.18
0.29 885.58 885.67 237.07 279.49 -42.42
0.33 885.58 885.67 236.25 279.89 -43.64
0.38 885.58 885.68 238.28 284.44 -46.16
0.42 885.6 885.7 245.48 293.91 -48.43
0.46 885.63 885.73 260.59 309.37 -48.78
0.50 885.74 885.78 317.06 336.73 -19.67
0.54 886.2 885.8 582.33 350.15 232.18
0.58 886.38 885.84 701.86 370.4 331.46
0.63 886.49 885.99 776.23 452.42 323.81
0.67 886.59 886.09 842.71 514.32 328.39
0.71 886.67 886.18 899.95 571.38 328.57
0.75 886.74 886.27 954.34 625.12 329.22
0.79 886.81 886.35 1005.64 676 329.64
0.83 886.87 886.42 1051.54 723.7 327.84
0.88 886.92 886.48 1091.37 767.88 323.49
0.92 886.96 886.54 1126.58 808.87 317.71
0.96 887 886.59 1157.25 847.57 309.68
1.00 887.03 886.64 1181.55 883.66 297.89
1.04 887.06 886.69 1200.32 914.68 285.64
1.08 887.07 886.72 1212.02 937.5 274.52
1.13 887.08 886.74 1220.38 956.6 263.78
1.17 887.09 886.76 1226.18 972.99 253.19
1.21 887.09 886.78 1229.99 986.8 243.19
1.25 887.1 886.8 1232.34 997.88 234.46
1.29 887.1 886.81 1233.55 1006.45 227.1
1.33 887.1 886.82 1234.17 1012.99 221.18
1.38 887.1 886.82 1233.83 1017.82 216.01
1.42 887.1 886.83 1233.57 1021.12 212.45
1.46 887.1 886.83 1233.21 1023.07 210.14
1.50 887.1 886.83 1232.18 1023.87 208.31
1.54 887.1 886.83 1231.98 1023.55 208.43
1.58 887.1 886.83 1232.87 1022.34 210.53
1.63 887.1 886.83 1235.87 1020.36 215.51
1.67 887.11 886.82 1240.77 1017.82 222.95
1.71 887.11 886.82 1246.41 1014.77 231.64
1.75 887.12 886.82 1252.92 1011.32 241.6
1.79 887.13 886.81 1259.8 1007.52 252.28
1.83 887.14 886.81 1266.7 1003.45 263.25
1.88 887.15 886.8 1273.34 999.18 274.16
1.92 887.15 886.79 1279.47 994.73 284.74
1.96 887.16 886.79 1285.79 990.32 295.47
2.00 887.17 886.78 1293.03 985.89 307.14
2.04 887.18 886.78 1299.89 981.57 318.32
2.08 887.19 886.77 1305.63 977.46 328.17
2.13 887.19 886.77 1310.32 973.39 336.93
2.17 887.2 886.76 1314.02 969.18 344.84
2.21 887.2 886.75 1317 965.07 351.93
2.25 887.2 886.75 1319.35 960.92 358.43
2.29 887.2 886.74 1320.72 956.77 363.95
2.33 887.2 886.74 1321.24 952.58 368.66
2.38 887.2 886.73 1321.04 948.28 372.76
2.42 887.2 886.73 1320.05 944.4 375.65
2.46 887.2 886.72 1318.28 941.2 377.08
2.50 887.2 886.74 1315.73 953.82 361.91
2.54 887.19 886.75 1312.37 965.14 347.23
2.58 887.19 886.78 1308.18 986.06 322.12
2.63 887.18 886.81 1303.12 1010.49 292.63
2.67 887.18 886.84 1297.02 1027 270.02
2.71 887.17 886.86 1290.23 1043.11 247.12
2.75 887.16 886.88 1282.14 1058.91 223.23
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 3 of 4 Fig9_Data
TABLE XXX EXISTING VS. PROPOSED WATER ELEVATION AND DISCHARGE RATE LEAVING
PELTIER
Existing
Existing Discharge
Peltier Proposed Rate Proposed
Water Peltier Water Leaving Discharge
Time (1 hr Elevation Elevation Peltier- 100 Rate Leaving
increment) 100YR- 100YR-24HR YR 24hr Peltier Sta
DAYS 24HR Event Event Event 110880 Difference
2.79 887.15 886.89 1274.28 1071.71 202.57
2.83 887.14 886.91 1266.65 1080.99 185.66
2.88 887.13 886.91 1258.06 1087.74 170.32
2.92 887.12 886.92 1249.2 1092.17 157.03
2.96 887.11 886.92 1240.51 1095.41 145.1
3.00 887.1 886.93 1231.89 1097.52 134.37
3.04 887.08 886.93 1222.4 1099.41 122.99
3.08 887.07 886.93 1211.24 1099.78 111.46
3.13 887.05 886.93 1198.13 1098.36 99.77
3.17 887.04 886.93 1184.21 1096.18 88.03
3.21 887.02 886.92 1169.94 1092.56 77.38
3.25 887 886.92 1154.8 1088.86 65.94
3.29 886.98 886.91 1137.01 1085.09 51.92
3.33 886.95 886.91 1118.51 1081.28 37.23
3.38 886.93 886.9 1100.89 1077.83 23.06
3.42 886.91 886.9 1083.74 1075.46 8.28
3.46 886.89 886.9 1066.46 1074.26 -7.8
3.50 886.87 886.9 1049.8 1074.44 -24.64
3.54 886.84 886.9 1033.08 1076.03 -42.95
3.58 886.82 886.9 1016.58 1079.67 -63.09
3.63 886.8 886.91 1000.65 1085 -84.35
3.67 886.78 886.92 984.48 1092.33 -107.85
3.71 886.76 886.93 969.08 1100.3 -131.22
3.75 886.74 886.94 953.7 1108.66 -154.96
3.79 886.72 886.95 938.77 1117.31 -178.54
3.83 886.7 886.96 924.36 1126.22 -201.86
3.87 886.68 886.98 910.29 1135.52 -225.23
3.92 886.66 886.99 896.63 1143.81 -247.18
3.96 886.64 887 883.17 1151.96 -268.79
4.00 886.63 887.01 870.08 1159.61 -289.53
4.04 886.61 887.01 857.19 1166.4 -309.21
4.08 886.59 887.02 844.55 1172.88 -328.33
4.12 886.57 887.03 832.57 1178.35 -345.78
4.17 886.56 887.04 820.33 1184.02 -363.69
4.21 886.54 887.04 808.49 1189.92 -381.43
4.25 886.52 887.05 797.28 1195.42 -398.14
4.29 886.51 887.06 785.86 1200.31 -414.45
4.33 886.49 887.06 775.12 1204.62 -429.5
4.38 886.48 887.07 764.56 1208.29 -443.73
4.42 886.46 887.07 753.86 1211.28 -457.42
4.46 886.45 887.07 744 1213.68 -469.68
4.50 886.43 887.08 734.35 1215.72 -481.37
4.54 886.42 887.08 724.9 1216.74 -491.84
4.58 886.4 887.08 715.66 1217.36 -501.7
4.63 886.39 887.08 706.62 1217.13 -510.51
4.67 886.38 887.08 697.81 1216.75 -518.94
4.71 886.37 887.08 689.61 1215.92 -526.31
4.75 886.35 887.07 681.13 1214.62 -533.49
4.79 886.34 887.07 673.21 1212.98 -539.77
4.83 886.33 887.07 665.18 1210.88 -545.7
4.88 886.32 887.07 657.44 1207.85 -550.41
4.92 886.3 887.06 649.18 1203.35 -554.17
4.96 886.29 887.05 641.24 1197.6 -556.36
5.00 886.28 887.05 633.21 1191.13 -557.92
5.04 886.27 887.04 625.22 1182.89 -557.67
5.08 886.26 887.02 617.26 1173.7 -556.44
5.13 886.24 887.01 609.35 1163.3 -553.95
5.17 886.23 887 601.58 1151.87 -550.29
5.21 886.22 886.98 594.36 1138.12 -543.76
5.25 886.21 886.96 586.95 1123.69 -536.74
5.29 886.2 886.94 580.08 1109.89 -529.81
5.33 886.19 886.93 573.33 1096 -522.67
5.38 886.18 886.91 566.65 1082.3 -515.65
5.42 886.17 886.89 559.77 1068.7 -508.93
5.46 886.16 886.87 553.45 1055.3 -501.85
5.50 886.15 886.86 547.14 1042.52 -495.38
5.54 886.13 886.84 540.83 1029.66 -488.83
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 4 of 4 Fig9_Data
TABLE XXX EXISTING VS. PROPOSED WATER ELEVATION AND DISCHARGE RATE LEAVING
PELTIER
Existing
Existing Discharge
Peltier Proposed Rate Proposed
Water Peltier Water Leaving Discharge
Time (1 hr Elevation Elevation Peltier- 100 Rate Leaving
increment) 100YR- 100YR-24HR YR 24hr Peltier Sta
DAYS 24HR Event Event Event 110880 Difference
5.58 886.12 886.82 534.4 1016.8 -482.4
5.63 886.11 886.81 527.6 1004.18 -476.58
5.67 886.1 886.79 521.04 991.82 -470.78
5.71 886.09 886.77 514.3 979.83 -465.53
5.75 886.08 886.76 507.38 968.07 -460.69
5.79 886.07 886.74 500.19 956.78 -456.59
5.83 886.06 886.73 493.35 945.8 -452.45
5.88 886.05 886.71 486.6 935.14 -448.54
5.92 886.03 886.7 479.68 924.82 -445.14
5.96 886.02 886.69 473.24 914.38 -441.14
6.00 886.01 886.67 466.67 904.21 -437.54
6.04 886 886.66 460.49 894.42 -433.93
6.08 885.99 886.65 453.19 884.82 -431.63
6.13 885.98 886.63 445.8 875.1 -429.3
6.17 885.96 886.62 438.84 865.98 -427.14
6.21 885.95 886.61 432.74 857.29 -424.55
6.25 885.94 886.6 426.66 848.6 -421.94
6.29 885.93 886.58 420.87 840.48 -419.61
6.33 885.92 886.57 415.68 832.5 -416.82
6.38 885.91 886.56 410.42 824.94 -414.52
6.42 885.9 886.55 405.39 817.52 -412.13
6.46 885.9 886.54 400.58 810.5 -409.92
6.50 885.89 886.53 395.99 803.23 -407.24
6.54 885.88 886.52 391.55 795.88 -404.33
6.58 885.87 886.51 387.22 788.82 -401.6
6.63 885.86 886.5 383.06 781.82 -398.76
6.67 885.86 886.49 378.85 774.95 -396.1
6.71 885.85 886.48 374.77 768.49 -393.72
6.75 885.84 886.47 370.79 761.98 -391.19
6.79 885.83 886.46 366.86 755.04 -388.18
6.83 885.83 886.45 363.02 748.12 -385.1
6.88 885.82 886.44 359.25 741.46 -382.21
6.92 885.81 886.43 355.6 734.92 -379.32
6.96 885.81 886.42 352.05 728.32 -376.27
K:\02029-790\Admin\Docs\CSMP\Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
APPENDIX A
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Appendix A
�,��/A
Y'Y S
,t,t,r�,� engineering•planning•environmental•construction 701 Xenia Avenue South
Suite 300
Minneapolis,MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
Memorandum
To: Nicholas Tomczik,Rice Creek Watershed District
From: Alison Harwood, WSB &Associates,Inc.
Dustin Simonson, WSB &Associates,Inc.
CC: Pete Willenbring, WSB &Associates, Inc.
Date: January 22, 2015
Re: Outlet Alternatives
Northeast Area Drainage Study
WSB Project No. 2029-79
The City of Lino Lakes is proposing to create a drainage channel between Interstate 35E (I-35E)
and Peltier Lake. Lino Lakes is considering different alternatives to complete this project.
Two pipe options are being looked at for placement within the Mattamy Homes parcel. These are
listed as Eastern Pipe Option 1 and 2 on the attached Figure 2. Eastern Pipe Option 1 flows
northwest through the Mattamy Homes parcel until it straightens out on the north end and under
20th Avenue. Eastern Pipe Option 2 starts in the same location as Eastern Pipe Ttion 1. From
there Option 2 will flow southwest and continue under 20th Avenue. West of 20t Avenue,
multiple options for continuing the drainage are available. These options are summarized below:
Proposed Action:
The proposed action is to create a drainage channel from I-35E to Peltier Lake.
Project Purpose and Need
The purpose of the project is to address a failing tile and ditch system that currently exists west
of I-35E within the benefitted area. The design generally consists of the installation of a 48 inch
pipe under I-35E to carry water overflowing from the watersheds east of I-35E to the west
toward Peltier Lake. The pipe size is then upsized to a 72 inch to carry water from areas tributary
to the system on the west side of I-35E to Peltier Lake.
Wetland Review
Wetlands within the project area were determined using both Level 1 and Level 2 methods.
Level 2 wetland delineations were received from Rice Creek Watershed District for various
locations within the project area. Remaining areas adjacent to the proposed alternatives were
evaluated using Level 1 methods, which included an aerial photo review(1991 —2013) and
review of desktop data(NWI, DNR Public Waters, Soil Survey, Contours). Figure 1 shows the
St.Cloud• Minneapolis•St.Paul
Equal Opportunity Employer
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Lino Lakes Outlet Study
January 22,2015
Page 2
data used in the Level 1 analysis along with the proposed wetland boundaries. Historic aerial
photos of the area are attached(Appendix B).
The alternatives analysis also considered the Wetland Preservation Corridor that has been
established by the City of Lino Lakes.
Based on the results of the Level 1 delineation, a Level 2 delineation may need to be performed
during the growing season adjacent to the preferred pipe alignment. This will ensure that the pipe
is placed in a manner that avoids or minimizes wetland impacts.
Sequencing Analysis
WSB &Associates has completed an analysis of a range of alternatives consistent with WCA
Rules 8420.0325 and 8420.0520.
The preferred alternative will ultimately connect to a system under I-35E. The preferred
alternative will collect overflow from this system; therefore impacts to wetlands east of I-35W
are not anticipated.
Major differences between the alternatives west of I-35E are based on pipe or open channel
options. Alternative impact comparisons are detailed in Table 1. Each of the alternatives
described below are shown on Figure 2.
Alternative 1:
Western Pipe/Open Channel Option 1 (Northern-most option): This option will use Eastern Pipe
Option 1. At the 20th Avenue connection a pipe or open channel will connect to the eastern pipe
and continue its flow west to Peltier Lake. The individual benefits and drawback of this option
area summarized below and shown on the attached figure:
Benefits of this option:
• Minimal temporary wetland impacts anticipated with pipe placement. Because a
pipe would be used, no secondary impacts resulting from lateral effect area
expected.
• No impacts to Wetland Preservation Corridor.
Drawbacks of this option:
• Wetland impacts could occur with an open channel option as a result of secondary
drainage (lateral effect). This effect would need to be calculated and impacts
would require replacement at an estimated 2:1 ratio.
• More difficult to get drainage from southern portion of western parcel to the
north.
• Western parcel property owner prefers an option that utilizes more of the low land
to the south of the parcel.
• Private property impacts to the parcels north of the boundary are possible.
Alternative 214:
Western Pipe Option 2 &4 (central pipe): Through the Mattamy Homes parcel, the pipe could
use Eastern Pipe Option 1 or Eastern Pipe Option 2. The Eastern Pipe Option 2 is likely the
more appropriate connection. The pipes would then connect to the western parcel under 20th
Avenue. From 20th Avenue,the piping could go one of two ways using Western Pipe Option 2 or
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Lino Lakes Outlet Study
January 22,2015
Page 3
Western Pipe Option 4. Option 2 in the western parcel would skirt north around a large wetland
and continue to Peltier Lake. Option 4 in the western parcel would skirt south around a large
wetland and continue to Peltier Lake. The large wetland in the west central portion of the parcel
could be avoided by both options.
Benefits of this option:
• Minimal temporary wetland impacts anticipated with pipe placement. Because a
pipe would be used, no secondary impacts resulting from lateral effect area
expected.
• No impacts to Wetland Preservation Corridor.
• Can easily drain north and south sections of western parcel.
Drawbacks of this option:
• Western parcel property owner prefers an option that utilizes more of the low land
to the south of the parcel.
o Option 4 utilizes more low area than Option 2
Alternative 3:
Western Pipe Option 3 (Southern pipe): Through the Eastern Parcel, the pipe could use Eastern
Pipe Option 1 or Eastern Pipe Option 2 and connect under 20th Avenue to Western Pipe Option
3. Eastern Pipe Option 2 is likely the more appropriate option in the eastern parcel. The pipe
would travel south along 20th Avenue to near the southern border of the parcel and then move
west/northwest through the narrowest portion of the wetland located in the southeast corner of
the parcel. The pipe would outlet to Peltier Lake.
Benefits of this option:
• Utilizes the low areas of the parcel (landowner preference).
• No permanent impacts to Wetland Preservation Corridor.
Drawbacks of this option:
• Results in at least 9,165 sf of temporary wetland impacts.
• Less direct connection to the outlet at 20th Avenue.
Preferred Alternative:
Based on the alternatives analysis, WSB &Associates would recommend using Alternative
Eastern Pipe Option 2 in combination with Western Pipe Option 2 (Figure 3). As described
above, this alternative allows for both the north and south sections of the western parcel to be
drained and avoids wetland impacts.
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Lino Lakes Outlet Study
January 22,2015
Page 4
Table 1.Alternative impacts analysis for those alternatives serving the current land uses(+=Positive effect,-=Adverse effect,0=No effect)
Alternative
Resource Category Alternative 1 Alternative 2 Alternative 3 Alternative 4 Notes
(Northernmost (Central (Southern (Central
Option/Open Channel) Option/Pipe) Option/Pipe) Option/Pipe)
Aesthetic Values + 0 0 0 The open channel drainage option may allow the
establishment of riparian vegetation.
Community Growth + + + + All options facilitate future mixed-use and low,
medium,or high density housing developments.
Existing/Potential Land + + + + Future developments will likely diversify land
Use use from current agricultural use.
Farmland/food supply - - - - All options will result in reduced agricultural
land use.
Tax Revenues + + + + Housing developments will provide a new tax
base.
Wetlands(w/est.wetland 0 0 -(9,165 sq ft, 0 Options 1,2,and 4 avoid wetland impacts.
impacts) temporary) Option 3 requires 9,165 sq ft of temporary
impacts to install pipes.
Resources not included in the summary table,based on an overall no effect for all alternatives include: Business/Home Relocations,Property Values,Flooding,
Recreation,Terrestrial Habitat,Aquatic Habitat,Habitat Diversity and Interspersion,Water Quality,Groundwater,Soils,Secondary and Cumulative Effects,
Endangered Species,Noise Levels,Transportation,Public Health,Public Facilities and Employment,Business Activity,Energy,Mineral Needs,Air Quality,Water
Supply,Navigation,Historical/Archeological,Wild and Scenic Rivers,State Listed Impaired,and Shoreline Processes
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Lino Lakes Outlet Study
January 22,2015
Page 5
Conclusion:
On behalf of the City of Lino Lakes, we request your review and approval of the Level 1 wetland
delineation as well as the sequencing analysis. If you require additional information in order to
complete your review, please contact us at 763-231-4847 or 763-270-3475 or email at
aharwoodkwsbeng com or dsimonson(kwsbeng com.
Attachments
Appendix A
Figure 1: Level 1 Delineated Wetlands
Figure 2: Outlet Alternatives
Figure 3: Preferred Outlet Alternative
Appendix B
Historic Aerial Photos
K:\02029-790\Admin\Docs\0ut1et Altematives MemoSequencing.doc
Appendix A
at' .1• -_ `'i •♦ :1• .A, C.. 'I .i: a' i 's II
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Level 1 Delineation i
u, I,
Level 2 Delineation
Contour Type 1' 1 Z`, fi
Index(10-Foot)
r• 5 _ it Yt. 'c � �1;
Intermediate (2-Foot) w
MPublic Waters Inventory - ~4
National Wetland Inventory �
,
Hydric Soil
N
Figure 1: Level 1 Delineated Wetlands
Northeast Area Drainage Study 0 550 1 ,100 WSB
L1T Y KES City of Lino Lakes MN Feet A & M,
,
- •3� yy �t7
�`# �it�w l .�� i ♦ a -
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n Estimated 9165 sq ft
IVY;' t- o - temporary wetland impacts f
Wetland Impact Area Stormwater Ponds
Western Pipe Option 4 Proposed Benefitted Area J 1�
Eastern Pipe Option 2
Western Pipe/Open Channel Option 1
Ji-
Western Pipe Option 2
rp
Western Pipe Option 3
Eastern Pipe Option 1 K
Levell Wetlands B • 1��, ' F
Mattamy Homes wetlands delineated in February 10, 2014 by
Kjolhaug Environmental Services Company, INC `
Potential wetland areas determined
by historic aerial photos, contours, and soils data.
*Pipe alignments shown to not represent final design. N
Figure 2: Outlet Alternatives
z Northeast Area Drainage Study 0 900 1 ,800 �I�SB
�N L KES City of Lino Lakes MN Feet A A
8
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Hydric Soil
Wetland Type -
Level 1 Aerials
i
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Level 2 Mattamy Homes Delineated '$ .S r'� jv
- t
NWI -
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Figure 3. Hydric Soils and NWI `
Northeast Area Drainage Study 0 800 1 ,600 rl SB
LlALKEj City of Lino Lakes MN Feet
Appendix B
IF
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(using July 15 as reference date)
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Level1 Wetlands
Proposed Benefitted Area
N
Figure 2a. 1991 Aerial `
T Y ` 01 Northeast Area Drainage Study 0 550 1 ,100 WSB
LN DES City of Lino Lakes MN Feet
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(using July 15 as reference date)
e4•
Level1 Wetlands
Proposed Benefitted Area
N
Figure 2b. 2006 Aerial `
7 Northeast Area Drainage Study 0 550 1 ,100 rl SB
LIT Y L KES City of Lino Lakes MN Feet
44
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.yam
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Level1 Wetlands
Proposed Benefitted Area - T
N
A6C� Figure 2c. 2009 Aerial `
ES
Northeast Area Drainage Study 0 550 1 ,100 WSB
City of Lino Lakes MN Feet
t
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N
Figure 2d. 2010 Aerial `
T Y 7 Northeast Area Drainage Study 0 550 1 ,100 rl SB
LN L KES City of Lino Lakes MN Feet
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Figure 2e. 2011 Aerial AL
tA6C�ES
Northeast Area Drainage Study 0 550 1 ,100 SB
L City of Lino Lakes MN Feet rl
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N
Figure 2f. 2013 Aerial `
T Y 7 Northeast Area Drainage Study 0 550 1 ,100 rl SB
LN L KES City of Lino Lakes MN Feet
APPENDIX B
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Appendix B
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APPENDIX C
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Appendix C
Page 1 of 3 Appendix C
B C D E F G H 1
4
5 ModeiedgConditlort Hugo East Central West At[Peltier[Lake Input[Notes Model[Notes
6 DrainageMrea 216 534 441 230 1415
This is taken as the peak of the sum of the Revisions needed to MRC_RC_PELTIER_001 in
hydrographs for all subcatchments within each existing conditions model. Subsequent changes
area. For subcatchments with areas split by the may be needed to reflect this change in this
proposed outlet boundary,a ratio(drainage area spreadsheet.
within CSMP/total)should be applied to the
hydrograph. For some subcatchments a ratio of
the total runoff is not reflective of the hydrologic
Existing Conditions Peak Discharge(cfs)- 441 765 619 592 2079 characteristics within the CSMP. An example is
Hydrologic Routing Only MRC_RC_Peltier_001(existing discharge is
skewed by CN for Peltier Lake). In these
instances the subcatchments should be split in
the existing conditions model along CSMP lines
and appropriate hydrologic inputs entered for
each area.
7
Calculate A/drainage area
Existing Conditions Area Peak Discharge
2.05 1.43 1.41 2.57 1.47
(cfs/acre)-Hydrologic Routing Only
8
This value is calculated similar to A,except for Note that HUGO should be the same for existing
the proposed condition. and proposed because the subcatchment
Developed Conditions(No Storage) Peak characteristics haven't changed. It currently isn't
Discharge(cfs)-Hydrologic Routing Only 441 1125 1163 601 3316 in the tabs, but that is likely due to model errors
that have been since resolved by Adam.
9
Calculate C/drainage area
Developed Conditions(No Storage)Area
Peak Discharge(cfs/acre)- Hydrologic 2.05 2.11 2.64 2.61 2.34
Routing Only
10
Calculate C-A
Required Peak Discharge(cfs) Reduction to
0 360 544 9 1237
Maintain Existing Conditions
11
Calculate D-B
Required Area Peak Discharge Reduction
0.00 0.67 1.23 0.04 0.87
(cfs/acre)to Maintain Existing Conditions
12
Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 2 of 3 Appendix C
B C D E F G H 1
4
5 ModeledKondition Hugo East Central West AtaPelt erMake Input[Notes Modeffiotes
6 DrainageMrea 216 534 441 230 1415
From Model;Simulate Regional Storage to Since no proposed storage is needed for Hugo,
Achieve Rate Reduction of E; Extract this value is the same as C.
Hydrographs At Locations with model nodes Some of the outlets are very unstable. The
without hydraulic routing;Assess Affect of rational behind the rating curve outlet should be
Storage Ensures Peak Rate Control Compliance; If explained.
this is less than A shows rate control compliance. Check that subcatchments go directly to modeled
Developed Conditions With Storage Peak This is calculate as the peak of the sum of the storage without constraining the discharge with
Discharge(cfs)for Assessing Rule 441 56 75 43 454 hydrographs leaving the proposed storage nodes hydraulic routing. Many portions of ACD72 have
Compliance-Hydrologic Routing Only within the proposed model,with no further been kept in the northern part of the East Region
hydraulic routing. and similarly the new infrastructure on the south
side. If these are to be kept the conduit sizes
should be increased so they are not constricting
discharge.
13
Calculate G/Drainage Area
Developed Conditions With Storage Area
If this is less than B for Peltier Lake shows rate
Peak Discharge(cfs/area)for Assessing Rule 2.05 0.10 0.17 0.19 0.32
Compliance-Hydrologic Routing Only control compliance
14
Calculate G-A
Increase(Decrease)in Existing Conditions
Peak Discharge(cfs)with Storage(Hydrologic 0 (709) (544) (549) (1625) If less than zero have excess storage than needed
Routing Only) for rate control rule compliance
15
Calculate H-B
Increase(Decrease)in Existing Conditions
Area Peak Discharge(cfs/acre)with Storage 0.00 (1.33) (1.24) (2.39) (1.15) If less than zero have excess storage than
(Hydrologic Routing Only) required by rate control rule compliance
16
This should be calculated as the peak of the sum
of the discharges leaving the CSMP that are in
Existing Conditions Peak Discharge(cfs)- conduits or directly entering peltier lake. This is
With Hydraulic Routing Tile and Storage in assuming that subcatchments leaving the CSMP
Place(Clearwater Creek, New Drainage Area, 261 area and entering other systems will have a
ACID 72) negligible impact on discharge after hydraulic
routing through other systems.
17
This is the rate being controlled to,to avoide
Existing Conditions Peak Discharge(cfs/acre) adverse impact to Peltier Lake. If row 20 is less
With Hydraulic Routing Tile and Storage in 0.18 than this number,peak discharge is ok.Timing
Place(Clearwater Creek, New Drainage Area, needs to be checked in HEC-RAS model.
ACID 72)
18
Developed Conditions Peak Discharge(cfs)- peak of discharge leaving the CSMP.
With Hydraulic Routing and Storage in Place 183
19 Required Reduction
Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
Page 3 of 3 Appendix C
B C D E F G H I
4
5 ModeledlEondition Hugo East Central West At[Peltier1ake Input[Notes Model[Notes
6 Drainage[Area 216 534 441 230 1415
Developed Conditions Peak Discharge Based on Current CSMP Model
(cfs/acre)-With Hydraulic Routing and 0.13
20 Storage in Place Required Reduction
Calculate M-K
Peak Discharge(cfs) Increase(Reduction)As
If Tile Is in Place and Peak Rate Control Rule (79) If this is positive,there is an increase in the rate
Compliance of peak discharge to Peltier Lake
21
From HEC-RAS model
Existing Conditions Discharge Leaving Peltier
1321
Lake(cfs)
22
From HEC-RAS model using RS 110880. Model
Proposed Conditions Discharge Leaving used: Rice Creekl NE Lino Development 5/30/15
Peltier Lake(cfs) 1202 Project.
23
Q-P
Change in Discharge Downstream of Peltier
Lake(cfs) (119.64) Need to check downstream for adverse
consquences if rate increases
24
From HEC-RAS model ; Note this differs slightly
Existing Conditions Peltier Lake Peak from the frequency analysis of lake levels
Elevation (feet) 887.20
25
From HEC-RAS model
Proposed Conditions Peltier Lake Peak
887.06
Elevation (feet)
26
T-S
Increase in Peltier Lake Peak Elevation (feet) (0.14)
27
Copy of Copy of NE Lino 100yr 24hr Computational Tables 0503015_2.xlsm
APPENDIX D
Comprehensive Stormwater Management Plan
Northeast Area of Lino Lakes,MN
WSB Project No.2 029-79 Appendix D
' L 4 - y • . µ y } { fir• 1 I .l '
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Contour at elevation of 888 = ' •- rr
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Contour at elevation of 892' -
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Peltier Lake HWL Analysis - 888'-892' Elevation N
T_ F Building Structures n WSB
L KEGE City of Lino Lakes MN 1 inch = 1 ,600 feet /� �
o
mp
Building Structures �'� ` ; :* `
Contour at elevation of 888' '`' '� a,•
Contour at elevation of 892'
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Peltier Lake HWL Analysis - 888'-892' Elevation N ,�
Building Structures n wSB
L KEG City of Lino Lakes MN 1 inch = 300 feet /� �
Id Elevation Elev m Elev ft
0 0 271.2840 890.0390
0 0 271.0400 889.2390
0 0 270.9730 889.0190
0 0 271.7740 891.6470
0 0 271.5840 891.0240
0 0 271.3410 890.2260
0 0 271.3040 890.1050
0 0 271.5840 891.0240
0 0 271.5630 890.9550
0 0 271.3650 890.3050
0 0 271.2980 890.0850
0 0 271.3080 890.1180
0 0 271.2300 889.8620
0 0 271.8310 891.8340
0 0 270.7380 888.2480
0 0 271.0210 889.1770
0 0 271.8420 891.8700
0 0 271.4080 890.4460
0 0 271.5540 890.9250
0 0 271.4090 890.4490
0 0 271.5630 890.9550
0 0 271.2780 890.0200
0 0 271.6550 891.2570
0 0 271.7690 891.6310
0 0 271.6200 891.1420
0 0 271.7300 891.5030
0 0 271.2780 890.0200
0 0 271.6100 891.1090
0 0 271.3790 890.3510
0 0 271.4900 890.7150
0 0 0.0000 888.0510