appendix h - windshield survey · appendix h windshield survey a summary of the data obtained...

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page H-1

Appendix H � Windshield Survey

A summary of the data obtained during the Windshield Survey is included in this Appendix.Survey locations were split up per subwatershed based on the size of the subwatershedwith a total of 100 waterway crossing and 50 land points. Observations were madeupstream and downstream at each point during October/November 2009 by SteeringCommittee volunteers. Copies of the original data sheets are provided on CD at the end ofthis report.

Windshield Survey Field Sheet

Watershed _______________________ Site ID ____________________________ Date ____________________________ Location ___________________________

Time ____________________________ Field Investigator(s) ___________________

Weather (past 24 hours) Weather (now) Wildlife Noted

Rain

Heavy

Steady

Intermittent

Snow

Overcast

Partly cloudy

Clear sky

Rain

Heavy

Steady

Intermittent

Snow

Overcast

Partly cloudy

Clear sky

Land Use check more than one if necessary

� Residential

� Single-Family

� Multi-Family

� Stormwater management practice

� curb and gutter

� retention basins

� Industrial

� Commercial (strip malls, restaurants, etc.)

� Forested

� Mining/quarry

� Wetland (standing water or wetland vegetation)

� Agricultural

� Field erosion/ gullies present

� Land is absent of vegetation

� Row Crop (corn, soybean, etc)

� Pasture without animals (fallow)

� Pasture with animals

� Cattle

� Hogs

� Other ______________

� Animals have stream access

� Estimated size of operation (number of head) ________

� Tillage type

� No-till

� Reduced till (50% residue)

� Conventional (black dirt) Land Odor

Sewage

Chemical

Hydrocarbon (gas)

Soaps

Dead Animal

Other ___________

Please note if Best Management Practice implemented at location: _____________________ __________________________________________ __________________________________________ _____________________________

At Stream Location Only Water Color/Appearance

check all that apply Water Odor

Clear

Green

Brown

Murky

Oily Sheen

Other ___________

Sewage

Chemical

Hydrocarbons (gas)

Soaps

Dead Animal

Other ___________

Algae check all that apply

Floating

Thick mats

Attached to substrate

Limited growth

Moderate growth

Excessive growth Stream Erosion

Absent

Stabilized (rip-rap, coir log, etc.)

Present

> 3’ tall eroded

< 3’ tall eroded

(Please indicate in box above the location of erosion if present.)

Stream Buffer

Absent

Present (minimum 10’)

> 50 feet

< 50 feet (Please indicate in the box above the location of buffer if present.)

Buffer Type: (circle all that apply)

Trees Shrubs Grasses Other ______________

In Stream Debris (circle all that apply)

Trash Deposits Log Jam Beaver Dam Other______________

In-stream Habitat check all that apply

Available Shade/ Stream Cover*

0% Cover

1- 25% Cover

25 - 75% Cover

75 – 100 % Cover *How much of the stream is shaded

Underwater tree roots

Boulders

Downed trees

Deep Areas

Shallow Areas

Undercut Banks

Other ______________

Additional Notes:

Geist Windshield Survey121009.xls

Watershed Site ID Quad 1 Ag Tillage Quad 2 Ag Tillage Quad 3 Ag Tillage Quad 4 Ag TillageDeer Creek DC-L3 Reduced Till ConventionalDeer Creek DC-L5 ConventionalDeer Creek DC-W13 Reduced Till ConventionalDeer Creek DC-W4 ConventionalFlatfork Creek FC-L2 ConventionalFlatfork Creek FC-W6 ConventionalHoney Creek HC-L1 ConventionalHoney Creek HC-L2 ConventionalHoney Creek HC-L3 ConventionalHoney Creek HC-L4 ConventionalHoney Creek HC-W1 ConventionalHoney Creek HC-W2 ConventionalHoney Creek HC-W3 ConventionalHoney Creek HC-W6 ConventionalHoney Creek HC-W7 Reduced Till ConventionalHoney Creek HC-W8 ConventionalLick Creek LC-L4 ConventionalLick Creek LC-L5 ConventionalLick Creek LC-W5 ConventionalLick Creek LC-W8 ConventionalLick Creek LC-W9 Conventional No-tillSly Fork SF-L1 ConventionalSly Fork SF-L2 ConventionalSly Fork SF-W1 ConventionalThorpe Creek/Geist Reservoir TC-L2 ConventionalThorpe Creek/Geist Reservoir TC-L4 ConventionalThorpe Creek/Geist Reservoir TC-W6 ConventionalThorpe Creek/Geist Reservoir TC-W9 Conventional

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Geist Reservoir/Upper Fall Creek Watershed Management Plan Page I-1

Appendix I � NPDES/CFO Compliance

Compliance information for National Pollutant Discharge Elimination System (NPDES)permits and Confined Feeding Operations (CFO) was obtained from EPA�s Enforcement andCompliance History Database and IDEM, respectively. Available information for each permitis provided on CD at the end of this report.

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page J-1

Appendix J � Reservoir Shoreline Investigation

V3 completed at Reservoir Shoreline Investigation of Morse Reservoir In June 2009, usingboth field observations and aerial photography. During the survey, areas of unprotectedshoreline were identified in order to gain an understanding of where erosion may be aconcern. An exhibit showing the areas of unprotected shoreline is included in this Appendixalong with a copy of the field notes. Photographs taken during the field observations areprovided on CD at the end of this report.

Upper White River Watershed AllianceP.O. Box 2065

Indianapolis, IN 46206

Indiana Data Spatial Portal2006 Orthophotography

Geist Reservoir Shoreline AssesmentGeist Reservoir/Upper Fall Creek

Watershed Management Plan

09006 X

NTS6/11/09

11

McCordsville

±

TITLE: PROJECT:

PROJECT NO.: EXHIBIT: SHEET:OF:

BASE LAYER:

CLIENT:QUADRANGLE: DATE: SCALE:

V3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.com

LegendUnprotected Shoreline

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page K-1

Appendix K � Nonpoint Source Modeling

The Spreadsheet Tool for Estimating Pollutant Load (STEPL) model was used to assess thenonpoint source pollution of three main pollutant parameters (Total Nitrogen, TotalPhosphorus and Total Sediment) within the Geist Reservoir/Upper Fall Creek watershed.The model was executed for each HUC 12 subwatershed and a summary of the results isprovided in this Appendix. The complete model and input information is provided on CD atthe end of this report.

Input Data Collection and AssumptionsSTEPL allows detailed input for land use, hydrologic soil groups, agricultural animals, septicsystems and agricultural irrigation. Available data and the assumptions made for each inputcategory are described below.

SubwatershedsThe subwatersheds were defined using the HUC12 (hydrologic unit code) watershedboundaries within the Upper Fall Creek Watershed.

Land UseThe National Land Cover Database (NLCD 2001) and 2008 aerial photography were used forland use information.

The NLCD 2001 for Indiana was obtained from the Indiana Geological Survey as raster dataand converted into a shapefile for subwatershed analysis. The NLCD 2001 includes nineteenland classifications ranging from cultivated crops to high intensity developed land andforests to open water. STEPL allows input for six categories including one user definedoption. Listed below are the available STEPL categories with the land classificationdistribution that was used for the preliminary modeling.

Urban: Developed, Open Space; Developed, Low Intensity; Developed, Medium Intensity;Developed, High IntensityCropland: Cultivated CropsPastureland: Grassland/Herbaceous; Pasture HayForest: Deciduous Forest; Evergreen Forest; Shrub/ScrubUser Defined: Open Water; Woody Wetlands; Emergent Herbaceous WetlandsFeedlots: N/A

In order to utilize the most current available data, the 2008 National Agricultural ImageryProgram orthophotography was obtained for each county. These aerial images werecompared to the NLCD 2001 in order to determine where changes in land use had occurred.Any changes were then incorporated into the STEPL model.

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page K-2

Hydrologic Soil GroupsThe U.S. Department of Agriculture, Natural Resources Conservation Service Soil Surveydatabase for was utilized to obtain hydrologic soil group information.

The hydrologic soil group for each soil classification within each subwatershed wasdetermined. A value of one to four was assigned to each hydrologic group classification anda weighted average for the subwatershed was calculated. A value of one represents a soilgroup that is pervious and a value of four represents a soil group that is impervious.

Septic SystemsNo information on the number of septic systems in the watershed was readily available. Inorder to include an estimate of the impact of failing septic systems on the nonpoint sourcepollution, population density information was obtained.

The U.S. Department of Commerce, U.S. Census Bureau Population Density 2000 database(as a shapefile) was obtained. The population density for each subwatershed was then usedto obtain an estimate of the population within the subwatershed. STEPL assumes 2.43people per septic system, using this assumption an estimate of the number of septicsystems can be obtained. It was assumed that in the highest population density areas(greater than 500 persons per square kilometer), a sanitary sewer system was in place andno septic systems were included. A septic failure rate of 2% was assumed.

Agricultural IrrigationNo information for agricultural irrigation was readily available, so for the purposes ofpreliminary modeling, this optional STEPL input was not utilized.

STEPL Input Sheet: Values in RED are required input. Change worksheets by clicking on tabs at the bottom. You entered 9 subwatershed(s).This sheet is composed of eight input tables. The first four tables require users to change initial values. The next four tables (initially hidden) contain default values users may choose to change.Step 1: Select the state and county where your watersheds are located. Select a nearby weather station. This will automatically specify values for rainfall parameters in Table 1 and USLE parameters in Table 4.Step 2: (a) Enter land use areas in acres in Table 1; (b) enter total number of agricultural animals by type and number of months per year that manure is applied to croplands in Table 2; (c) enter values for septic system parameters in Table 3; and (d) if desired, modify USLE parameters associated with the selected county in Table 4.Step 3: You may stop here and proceed to the BMPs sheet. If you have more detailed information on your watersheds, click the Yes button in row 10 to display optional input tables.Step 4: (a) Specify the representative Soil Hydrologic Group (SHG) and soil nutrient concentrations in Table 5; (b) modify the curve number table by landuse and SHG in Table 6; (c) modify the nutrient concentrations (mg/L) in runoff in Table 7; and (d) specify the detailed land use distribution in the urban area in Table 8.Step 5: Select BMPs in BMPs sheet. Step 6: View the estimates of loads and load reductions in Total Load and Graphs sheets.

Show optional input tables? TRUE FALSE

State County Weather Station (for rain correction factors)Indiana Madison IN INDIANAPOLIS WSFO AP Indiana-Madison

Rain correction factors1. Input watershed land use area (ac) and precipitation (in) 0.870 0.417

Watershed Urban Cropland Pastureland Forest User Defined FeedlotsFeedlot PercentPaved Total

AnnualRainfall Rain Days

Avg.Rain/Event

W1 946 8936 362 608 3 0 0-24% 10855 35.01 112.2 0.651W2 1234 8343 882 821 56 0 0-24% 11336 35.01 112.2 0.651W3 1361 13553 1451 1614 49 0 0-24% 18028 35.01 112.2 0.651W4 6968 15051 1900 1206 244 0 0-24% 25369 35.01 112.2 0.651W5 1015 11216 736 732 48 0 0-24% 13747 35.01 112.2 0.651W6 1079 8095 575 303 45 0 0-24% 10097 35.01 112.2 0.651W7 1006 8045 650 921 39 0 0-24% 10661 35.01 112.2 0.651W8 3088 11976 1100 1450 244 0 0-24% 17858 35.01 112.2 0.651W9 6393 11876 532 1362 1968 0 0-24% 22131 35.01 112.2 0.651

2. Input agricultural animals

Watershed Beef Cattle Dairy Cattle Swine (Hog) Sheep Horse Chicken Turkey Duck

# of monthsmanureapplied

W1 0 0 0 0 0 0 0 0 0W2 0 0 0 0 0 0 0 0 0W3 0 0 0 0 0 0 0 0 0W4 0 0 0 0 0 0 0 0 0W5 0 0 0 0 0 0 0 0 0W6 0 0 0 0 0 0 0 0 0W7 0 0 0 0 0 0 0 0 0W8 0 0 0 0 0 0 0 0 0W9 0 0 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0

3. Input septic system and illegal direct wastewater discharge data

WatershedNo. of Septic

Systems

Populationper Septic

System

SepticFailure Rate,

%

WastewaterDirect

Discharge, #of People

DirectDischarge

Reduction, %W1 0 2.43 2 0 0W2 0 2.43 2 0 0W3 0 2.43 2 0 0W4 0 2.43 2 0 0W5 0 2.43 2 0 0W6 0 2.43 2 0 0W7 0 2.43 2 0 0W8 0 2.43 2 0 0W9 0 2.43 2 0 0

4. Modify the Universal Soil Loss Equation (USLE) parametersWatershed

R K LS C P R K LS C P R K LS C P R K LS CW1 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W2 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W3 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W4 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W5 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W6 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W7 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W8 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250W9 160.000 0.348 0.233 0.250 1.000 160.000 0.348 0.233 0.040 1.000 160.000 0.348 0.233 0.003 1.000 160.000 0.348 0.233 0.250

Optional Data Input:5. Select average soil hydrologic group (SHG), SHG A = highest infiltration and SHG D = lowest infiltration

Watershed SHG A SHG B SHG C SHG D SHGSelected

Soil Nconc.%

Soil P conc.% Soil BODconc.%

W1 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W2 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W3 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160

Cropland Pastureland Forest User Defined

Indiana Madison IN INDIANAPOLIS WSFO AP

Yes No Treat all the subwatersheds as parts of a single watershed Groundwater load calculation

0-24%0-24%0-24%0-24%0-24%0-24%0-24%0-24%0-24%

W4 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W5 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W6 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W7 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W8 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160W9 FALSE FALSE TRUE FALSE C 0.080 0.031 0.160

6. Reference runoff curve number (may be modified) 6a. Detailed urban reference runoff curve number (may be modified)SHG A B C D Urban\SHG A B C DUrban 83 89 92 93 Commercial 89 92 94 95Cropland 67 78 85 89 Industrial 81 88 91 93Pastureland 49 69 79 84 Institutional 81 88 91 93Forest 39 60 73 79 Transportation 98 98 98 98User Defined 90 90 90 90 Multi-Family 77 85 90 92

Single-Family 57 72 81 86Urban-Cultivate 67 78 85 89

7. Nutrient concentration in runoff (mg/l) Vacant-Develo 77 85 90 92Land use N P BOD Open Space 49 69 79 841. L-Cropland 1.9 0.3 41a. w/ manure 8.1 2 12.3 7a. Nutrient concentration in shallow groundwater (mg/l) (may be modified)2. M-Cropland 2.9 0.4 6.1 Landuse N P BOD2a. w/ manure 12.2 3 18.5 Urban 1.5 0.063 03. H-Cropland 4.4 0.5 9.2 Cropland 1.44 0.063 03a. w/ manure 18.3 4 24.6 Pastureland 1.44 0.063 04. Pastureland 4 0.3 13 Forest 0.11 0.009 05. Forest 0.2 0.1 0.5 Feedlot 6 0.07 06. User Define 0 0 0 User-Defined 0 0 0

8. Input or modify urban land use distributionWatershed Urban Area

(ac.)Commercial

%Industrial % Institutional

%Transportati

on %Multi-Family

%Single-Family % Urban-

Cultivated %Vacant

(developed)Open Space

%Total % Area

W1 946 15 10 10 10 10 30 5 5 5 100W2 1234 15 10 10 10 10 30 5 5 5 100W3 1361 15 10 10 10 10 30 5 5 5 100W4 6968 15 10 10 10 10 30 5 5 5 100W5 1015 15 10 10 10 10 30 5 5 5 100W6 1079 15 10 10 10 10 30 5 5 5 100W7 1006 15 10 10 10 10 30 5 5 5 100W8 3088 15 10 10 10 10 30 5 5 5 100W9 6393 15 10 10 10 10 30 5 5 5 100

9. Input irrigation area (ac) and irrigation amount (in)

Watershed

TotalCropland

(ac)

Cropland:Acres

Irrigated

Water Depth(in) per

Irrigation -Before BMP

Water Depth(in) per

Irrigation -After BMP

IrrigationFrequency

(#/Year)W1 8936 0 0 0 0W2 8343 0 0 0 0W3 13553 0 0 0 0W4 15051 0 0 0 0W5 11216 0 0 0 0W6 8095 0 0 0 0W7 8045 0 0 0 0W8 11976 0 0 0 0W9 11876 0 0 0 0

Input Ends Here.

Total Load This is the summary of annual nutrient and sediment load for each subwatershed. This sheet is initially protected.

1. Total load by subwatershed(s)Watershed N Load (no

BMP)P Load (no

BMP)BOD Load(no BMP)

SedimentLoad (no

BMP)

N Reduction P Reduction BODReduction

SedimentReduction

N Load (withBMP)

P Load (withBMP)

BOD (withBMP)

SedimentLoad (with

BMP)

%NReduction

%PReduction

%BODReduction

%SedReduction

lb/year lb/year lb/year t/year lb/year lb/year lb/year t/year lb/year lb/year lb/year t/year % % % %W1 52605.5 9732.2 123749.0 2328.6 0.0 0.0 0.0 0.0 52605.5 9732.2 123749.0 2328.6 0.0 0.0 0.0 0.0W2 55091.1 9777.5 136237.0 2261.3 0.0 0.0 0.0 0.0 55091.1 9777.5 136237.0 2261.3 0.0 0.0 0.0 0.0W3 85461.8 15268.7 205507.0 3568.6 0.0 0.0 0.0 0.0 85461.8 15268.7 205507.0 3568.6 0.0 0.0 0.0 0.0W4 132347.6 22581.7 372541.3 4834.5 0.0 0.0 0.0 0.0 132347.6 22581.7 372541.3 4834.5 0.0 0.0 0.0 0.0W5 66787.2 12201.2 156992.5 2918.5 0.0 0.0 0.0 0.0 66787.2 12201.2 156992.5 2918.5 0.0 0.0 0.0 0.0W6 50697.9 9152.2 122888.7 2161.8 0.0 0.0 0.0 0.0 50697.9 9152.2 122888.7 2161.8 0.0 0.0 0.0 0.0W7 50625.8 9148.4 122507.1 2142.0 0.0 0.0 0.0 0.0 50625.8 9148.4 122507.1 2142.0 0.0 0.0 0.0 0.0W8 86759.8 15355.0 225822.0 3477.0 0.0 0.0 0.0 0.0 86759.8 15355.0 225822.0 3477.0 0.0 0.0 0.0 0.0W9 105370.2 18787.0 299088.5 4343.3 0.0 0.0 0.0 0.0 105370.2 18787.0 299088.5 4343.3 0.0 0.0 0.0 0.0Total 685747.0 122003.8 1765333.0 28035.6 0.0 0.0 0.0 0.0 685747.0 122003.8 1765333.0 28035.6 0.0 0.0 0.0 0.0

2. Total load by land uses (with BMP)Sources N Load (lb/yr) P Load (lb/yr) BOD Load

(lb/yr)SedimentLoad (t/yr)

Urban 150398.57 23230.99 585077.79 3452.80Cropland 476967.68 92449.42 996198.68 23583.14Pastureland 53958.16 4362.81 174090.02 318.50Forest 2327.03 1153.84 5775.49 26.31Feedlots 0.00 0.00 0.00 0.00User Defined 2095.52 806.78 4191.05 654.85Septic 0.00 0.00 0.00 0.00Gully 0.00 0.00 0.00 0.00Streambank 0.00 0.00 0.00 0.00Groundwater 0.00 0.00 0.00 0.00Total 685746.95 122003.84 1765333.03 28035.60

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page L-1

Appendix L � Education and Outreach Menu

Electronic Communication & Technology· Watershed Project Website· Web-based Resources Center (target audience focus)· Email distribution lists· Facebook, Twitter & blogs· Interactive �Ask the Expert� Q&A web-posts

Mass Media· Media advertisements (TV and radio spots)· Newspaper releases· Public service announcements (PSAs)

Events· Local festival participation (fall festivals, parades, run/walks, etc.)· Rotational speaking engagements (Rotary, Chamber, etc.)· Host Water Quality Awareness Days/Make a Splash (school or community oriented)· Host workshops for citizens, other target audiences

o Partner with other organizations (i.e. UWRWA, Green Indy, Indiana LivingGreen, Indiana Lakes Management Society, Hoosier Riverwatch, etc.)

o Partner with Project WET, Project WILD, Go Fishin, and Project Learning Treeto reach teachers

· Host field dayso Agriculturalo Stormwatero Residential (�Extreme Home Makeovers�)o Septic maintenance

· Storm Drain Stencilingo Partner with MS4, schools, Boy Scouts, Girl Scouts�etc.o Create/distribute door hanger for houses in area of stenciling

· Reservoir/creek side clean-up days· Educational float trips· Promote Waste Collection Day

o Partner with Solid Waste Mgmt Districts (SWMD) for Household HazardousWaste Days

· Partner with Health Department or SWMD to conduct prescription drug drop offs· Public Meeting (topical guest speakers)· Engage active Riverwatch and Clean Lakes Program volunteers in regular monitoring

Material Development/Distribution· Brochures and fact sheets (make available to Steering Committee and partners)

o Watershed specific stats/infoo Septic Care and Maintenance

Geist Reservoir/Upper Fall Creek Watershed Management Plan Page L-2

· Interpretive signs at BMP sites· Utility bill inserts (coordinate with MS4)· Educational Displays (use at festivals, fairs, empty store fronts, libraries,

municipalities, etc.)· Newsletter articles (submit to SWCD�s, Business, HOAs, At Geist, etc.)· Watershed project specific newsletter· Technical graphics for lay public for use in presentation, newsletter, etc.· Standardized presentation for anyone to deliver· Residential �How To� manuals for BMPs (filter strips, rain gardens, etc.)· Press kits (including background info, digital pictures, contact info, additional

resource references, etc.)· Kids Activity Books (Project Wet or similar programs)

Outreach Staff/Technical Resources· Use of local agricultural liaison, one on one with farmers selling practices· Full-time watershed coordinator speaking to community and media· Engaging Veolia media resources (or others such as IUPUI, local canoe liveries,

Kroger, etc.)· Utilize Mayor�s Neighborhood Liaisons· Utilizing SWCD staff and their events

appendix h - windshield survey · appendix h windshield survey a summary of the data obtained...

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