TCEQ-20705 (Rev. 02-17-17) 1 of 4

Texas Commission on Environmental Quality

Edwards Aquifer Application Cover Page

Our Review of Your Application

The Edwards Aquifer Program staff conducts an administrative and technical review of all applications. The turnaround time for administrative review can be up to 30 days as outlined in 30 TAC 213.4(e). Generally administrative completeness is determined during the intake meeting or within a few days of receipt. The turnaround time for technical review of an administratively complete Edwards Aquifer application is 90 days as outlined in 30 TAC 213.4(e). Please know that the review and approval time is directly impacted by the quality and completeness of the initial application that is received. In order to conduct a timely review, it is imperative that the information provided in an Edwards Aquifer application include final plans, be accurate, complete, and in compliance with 30 TAC 213.

Administrative Review

1. Edwards Aquifer applications must be deemed administratively complete before a technical review can begin. To be considered administratively complete, the application must contain completed forms and attachments, provide the requested information, and meet all the site plan requirements. The submitted application and plan sheets should be final plans. Please submit one full-size set of plan sheets with the original application, and half-size sets with the additional copies.

To ensure that all applicable documents are included in the application, the program has developed tools to guide you and web pages to provide all forms, checklists, and guidance. Please visit the below website for assistance: http://www.tceq.texas.gov/field/eapp.

2. This Edwards Aquifer Application Cover Page form (certified by the applicant or agent) must be included in the application and brought to the administrative review meeting.

3. Administrative reviews are scheduled with program staff who will conduct the review. Applicants or their authorized agent should call the appropriate regional office, according to the county in which the project is located, to schedule a review. The average meeting time is one hour.

4. In the meeting, the application is examined for administrative completeness. Deficiencies will be noted by staff and emailed or faxed to the applicant and authorized agent at the end of the meeting, or shortly after. Administrative deficiencies will cause the application to be deemed incomplete and returned.

An appointment should be made to resubmit the application. The application is re-examined to ensure all deficiencies are resolved. The application will only be deemed administratively complete when all administrative deficiencies are addressed.

5. If an application is received by mail, courier service, or otherwise submitted without a review meeting, the administrative review will be conducted within 30 days. The applicant and agent will be contacted with the results of the administrative review. If the application is found to be administratively incomplete, it can be retrieved from the regional office or returned by regular mail. If returned by mail, the regional office may require arrangements for return shipping.

6. If the geologic assessment was completed before October 1, 2004 and the site contains “possibly sensitive” features, the assessment must be updated in accordance with the Instructions to Geologists (TCEQ-0585 Instructions).

Technical Review

1. When an application is deemed administratively complete, the technical review period begins. The regional office will distribute copies of the application to the identified affected city, county, and groundwater conservation district whose jurisdiction includes the subject site. These entities and the public have 30 days to provide comments on the application to the regional office. All comments received are reviewed by TCEQ.

2. A site assessment is usually conducted as part of the technical review, to evaluate the geologic assessment and observe existing site conditions. The site must be accessible to our staff. The site boundaries should be

http://texreg.sos.state.tx.us/public/readtac$ext.ViewTAC?tac_view=4&ti=30&pt=1&ch=213http://www.tceq.texas.gov/field/eapp/apps.htmlhttp://www.tceq.texas.gov/goto/eapp-plan

TCEQ-20705 (Rev. 02-17-17) 2 of 4

clearly marked, features identified in the geologic assessment should be flagged, roadways marked and the alignment of the Sewage Collection System and manholes should be staked at the time the application is submitted. If the site is not marked the application may be returned.

3. We evaluate the application for technical completeness and contact the applicant and agent via Notice of Deficiency (NOD) to request additional information and identify technical deficiencies. There are two deficiency response periods available to the applicant. There are 14 days to resolve deficiencies noted in the first NOD. If a second NOD is issued, there is an additional 14 days to resolve deficiencies. If the response to the second notice is not received, is incomplete or inadequate, or provides new information that is incomplete or inadequate, the application must be withdrawn or will be denied. Please note that because the technical review is underway, whether the application is withdrawn or denied the application fee will be forfeited.

4. The program has 90 calendar days to complete the technical review of the application. If the application is technically adequate, such that it complies with the Edwards Aquifer rules, and is protective of the Edwards Aquifer during and after construction, an approval letter will be issued. Construction or other regulated activity may not begin until an approval is issued.

Mid-Review Modifications

It is important to have final site plans prior to beginning the permitting process with TCEQ to avoid delays.

Occasionally, circumstances arise where you may have significant design and/or site plan changes after your Edwards Aquifer application has been deemed administratively complete by TCEQ. This is considered a “Mid-Review Modification”. Mid-Review Modifications may require redistribution of an application that includes the proposed modifications for public comment.

If you are proposing a Mid-Review Modification, two options are available:

• If the technical review has begun your application can be denied/withdrawn, your fees will be forfeited, and the plan will have to be resubmitted.

• TCEQ can continue the technical review of the application as it was submitted, and a modification application can be submitted at a later time.

If the application is denied/withdrawn, the resubmitted application will be subject to the administrative and technical review processes and will be treated as a new application. The application will be redistributed to the affected jurisdictions.

Please contact the regional office if you have questions. If your project is located in Williamson, Travis, or Hays County, contact TCEQ’s Austin Regional Office at 512-339-2929. If your project is in Comal, Bexar, Medina, Uvalde, or Kinney County, contact TCEQ’s San Antonio Regional Office at 210-490-3096

Please fill out all required fields below and submit with your application.

1. Regulated Entity Name: 2. Regulated Entity No.:

3. Customer Name: 4. Customer No.:

5. Project Type: (Please circle/check one) New Modification Extension Exception

6. Plan Type: (Please circle/check one) WPAP CZP SCS UST AST EXP EXT

Technical Clarification

Optional Enhanced Measures

7. Land Use: (Please circle/check one) Residential Non-residential 8. Site (acres):

9. Application Fee: 10. Permanent BMP(s):

11. SCS (Linear Ft.): 12. AST/UST (No. Tanks):

13. County: 14. Watershed:

Orchard Ranch

Clayton Properties dba Brohn Homes

82.89 Acres

$6500.00

Travis Slaughter Creek/Barton Creek

Det./WQ/Fil. Ponds

TCEQ-20705 (Rev. 02-17-17) 3 of 4

Application Distribution Instructions: Use the table below to determine the number of applications required. One original and one copy of the application, plus additional copies (as needed) for each affected incorporated city, county, and groundwater conservation district are required. Linear projects or large projects, which cross into multiple jurisdictions, can require additional copies. Refer to the “Texas Groundwater Conservation Districts within the EAPP Boundaries” map found at:

http://www.tceq.texas.gov/assets/public/compliance/field_ops/eapp/EAPP%20GWCD%20map.pdf

For more detailed boundaries, please contact the conservation district directly.

Austin Region

County: Hays Travis Williamson

Original (1 req.) __ __ __

Region (1 req.) __ __ __

County(ies) __ __ __

Groundwater Conservation District(s)

__Edwards Aquifer Authority

__Barton Springs/ Edwards Aquifer __Hays Trinity __Plum Creek

__Barton Springs/ Edwards Aquifer NA

City(ies) Jurisdiction

__Austin __Buda __Dripping Springs __Kyle __Mountain City __San Marcos __Wimberley __Woodcreek

__Austin __Bee Cave __Pflugerville __Rollingwood __Round Rock __Sunset Valley __West Lake Hills

__Austin __Cedar Park __Florence __Georgetown __Jerrell __Leander __Liberty Hill __Pflugerville __Round Rock

San Antonio Region

County: Bexar Comal Kinney Medina Uvalde

Original (1 req.) __ __ __ __ __

Region (1 req.) __ __ __ __ __ County(ies) __ __ __ __ __

Groundwater Conservation

District(s)

__ Edwards Aquifer Authority

__Trinity-Glen Rose

__Edwards Aquifer Authority __Kinney

__EAA __Medina

__EAA __Uvalde

City(ies) Jurisdiction

__Castle Hills __Fair Oaks Ranch __Helotes __Hill Country Village __Hollywood Park __San Antonio (SAWS) __Shavano Park

__Bulverde __Fair Oaks Ranch __Garden Ridge __New Braunfels __Schertz

NA __San Antonio ETJ (SAWS)

NA

1

http://www.tceq.texas.gov/assets/public/compliance/field_ops/eapp/EAPP%20GWCD%20map.pdf

APR-29-20 08:25 AM

Page 1

Basis2 Receipt Report by Endorsement Number

Report_ID:

EAAAcct. #: WQ EDWARDS AQUIFER APP FEE-AUSTINAccount Name:

WPAP/CZP/ORCHARD

RANCH

Paid For

M018362

Endors. # Ref #2

BROHN HOMES

Paid In By

CK

PayTyp

14606

Chk # Card#

BS00080171

Bank Slip

27-APR-20

Tran.Date

$6500.00

Receipt Amnt.

11070 Fitzhugh Rd

Attachment A - Road Map

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QUADRANGLE LOCATION

SIGNAL HILL QUADRANGLETEXAS

7.5-MINUTE SERIES

SIGNAL HILL, TX2019

Expressway Local ConnectorROAD CLASSIFICATION

Ramp 4WDSecondary Hwy Local Road

Interstate Route State RouteUS RouteWX ./ H

U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18

CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988

SCALE 1:24 0001000 500 0 METERS 1000 2000

21KILOMETERS00.51

1 0.5 0MILES

1

1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000FEET

×

ÙGN

MN

0°32´9 MILS

3°48´68 MILS

UTM GRID AND 2019 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET

600NU PU

Grid Zone Designation14R

U.S. National Grid100,000 - m Square ID

TEXAS

1 Shingle Hills

8 Buda

2 Bee Cave3 Austin West4 Dripping Springs5 Oak Hill6 Driftwood7 Mountain City

ADJOINING QUADRANGLES

564

3

87

21Imagery.....................................................NAIP, October 2016 - November 2016Roads......................................... U.S. Census Bureau, 2015Names............................................................................GNIS, 1979 - 2018Hydrography...............................National Hydrography Dataset, 2002 - 2018Contours............................................National Elevation Dataset, 2002Boundaries..............Multiple sources; see metadata file 2016 - 2017Wetlands.................FWS National Wetlands Inventory 1982

North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 14R

Produced by the United States Geological Survey

This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.

*7643016398275*

NSN

.7

64

30

16

39

82

75

NG

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71

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5

Attachment B - USGS Quadrangle Map

christopher.scottPolygonal Line

christopher.scottCalloutPROJECT SITE

Attachment D – Factors Affecting Water Quality

The Orchard Ranch proposed single-family residential estate lot subdivision will have 20% or less impervious cover on 1-acre or larger lots. Typical homebuilding practices and subdivision infrastructure installation will disrupt the surface soils during initial construction in which silt fence, rock berms, and other common temporary BMPs, as well as permanent BMPs, will be used to control sediment runoff during those initial periods. Long term installation of sod and/or soil for some portions of the single-family lots, coupled with right-of-way revegetation enhancement will provide perpetual sediment migration remediation. Vegetative cover and throttling of storm runoff through detention ponds will play a part in minimizing water quality both onsite and offsite from the project. Overall, the proposed development will provide for a more maintained and controlled environment with human involvement as opposed to some agricultural practices used in the area prior to this project.

Attachment E – Volume and Character of Stormwater

The Orchard Ranch proposed single-family residential estate lot subdivision will have 20% or less impervious cover on 1-acre or larger lots. Typical homebuilding practices and subdivision infrastructure installation will disrupt the surface soils during initial construction in which silt fence, rock berms, and other common temporary BMPs, as well as permanent BMPs, will be used to control sediment runoff during those initial periods. Long term installation of sod and/or soil for some portions of the single-family lots, coupled with right-of-way revegetation enhancement will provide perpetual sediment migration remediation. Vegetative cover and throttling of storm runoff through detention ponds will play a part in minimizing water quality both onsite and offsite from the project. Overall, the proposed development will provide for a more maintained and controlled environment with human involvement as opposed to some agricultural practices used in the area prior to this project.

The calculated volumes for the two sub-basins, those being one for Slaughter Creek watershed and the other for Barton Springs watershed are as follows:

Watershed 1 (Slaughter Creek): CN 78 Watershed 2 (Barton Springs): CN 78

Volumes (see next pages)

Attachment F – Suitability Letter for OSSF

The Orchard Ranch proposed single-family residential estate lot subdivision will be served by individual onsite septic treatment options. Given the soil conditions and heavy tree cover, the primary method of treatment will be solids removal and treated effluent drip irrigation on each lot.

See attached OSSF report.

TRANSPORTATION AND NATURAL RESOURCES

CYNTHIA C. MCDONALD, COUNTY EXECUTIVE

Travis County Administration Building700 Lavaca Street-5th FloorP.O. Box 1748Austin, Texas 78767Phone: (512) 854-9383Fax: (512) 854-4697

February 8, 2019

Mr. John D. Hines, P.E.Dannenbaum Engineering Co.John.Hines@dannenbaum.com

Re: OSSF Suitability LetterOrchard Ranch Subdivision

Dear Mr. Lockwood:

The above referenced subdivision is suitable for the use of on-site sewage facilities (OSSF’s) inaccordance with 30 TAC Chapter 285 and Travis County Code Chapter 48.

Please do not hesitate to call me at (512) 854-7581 if you should have any questions.

Sincerely,

Brandon Couch, R.S., D.R. #OS29465On-Site Wastewater ProgramDevelopment Services Division

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location Entrance

Site

Site

Attachment I – 20% or Less Impervious Cover Declaration

The Orchard Ranch proposed single-family residential estate lot subdivision will be limited to 20% or less of impervious cover. A plat note is also part of the legally recorded subdivision and each lot will be limited to approximately 6,800 square feet of impervious cover [which shall cover the entire driveway from the adjacent public street to the garage; house foundation, sidewalks/patios, and similar paved surfaces. There are planned 8,321 linear feet of public streets with a paved surface of 30 ft foc to foc. There is also a proposed 4’ wide sidewalk path planned within the public rights-of-way along one side of each street. No other amenity or impervious cover improvements are planned within the 83 acre development.

Attachment J – BMPs for Upgradient Stormwater

The Orchard Ranch development is divided into two watersheds, one for area draining to Barton Springs and the second that drains to Slaughter Creek. Adjacent to this 83 acre tract, there is approximately 7.3 acres of existing offsite (undeveloped) land near the north boundary that naturally slopes onto and through this site [labeled as OFF-1 on the drainage map in Barton Springs], as well as 0.95 acres [OFF-3/Slaughter Creek Watershed]. These two offsite drainage areas will be captured and conveyed through the developments drainage systems, which will include a mixture of storm sewer pipe, channel/swale/diversion berm, and ponds.

Additionally, there is approximately 2.13 acres [OFF-2] within the Slaughter Creek watershed near the south entrance to the project that drains toward the Fitzhugh Road right-of-way existing open ditch system and across the frontage of the tract that will remain in its existing drainage pattern.

BMPs shall primarily include soil stabilization (sod/turf) for surface flows and swales that are located on private lots such as Lots 1-9, Block D. Storm pipe and an area inlet will also be used in the low point of Lot 7, Block D.

Attachment K – BMPs for On-site Stormwater

The Orchard Ranch development is divided into two watersheds, one for area draining to Barton Springs and the second that drains to Slaughter Creek. Private lots will be provided with some sod/turf at the street frontage portion of lots to minimize sediment migration and erosion. Additionally, rock berm and dissipators will be used at the outfalls of each of the two water quality and detention ponds. Underground storm sewer pipe, curb inlets, an area inlet, and streets will be used to convey the remainder of stormwater to each of the respective ponds for settling, filtration, and re-irrigation.

Attachment N – Inspection, Maintenance, Repair and Retrofit Plan

The Orchard Ranch development is divided into two watersheds and respectively, two water quality and detention ponds. The development will have an established HOA responsible for inspection, maintenance, repair and retrofitting the two ponds and related appurtenances. The HOA will contract with an operations company to provide this service. Typical anticipated schedules and guidelines for this plan are as follows:

1. Inspection: Bi-annual and after a significant rainfall event of 3-inch or greater in a 24-hour period.

2. Maintenance:a. Remove debris and significant sediment from the pond capture area, cleanup trash, and

keep storm sewer system fully operational within the pond areas.b. Mow and maintain adequate access to and around the ponds monthly.

3. Repair/Retrofit:a. Repairs and retrofitting of the ponds will be contracted to an appropriate construction

company with experience in grading, concrete work, and similar items found with adetention and water quality pond. Given the small size of the project and the division ofwatersheds into two basins, very little is expected in the way of repairs or retrofitting forthe ponds.

Attachment P – Measures for Minimizing Surface Stream Contamination

The Orchard Ranch development is divided into two watersheds and respectively, two water quality and detention ponds. The stormwater runoff will be collected and conveyed through underground storm pipe to the two ponds for treatment. Treatment will consist primarily of settling, sand filtration, and secondary treatment of re-irrigation within the development. There are no streams immediately adjacent to the site. Discharges leaving the site will remain in their existing locations and controlled flow rates at existing calculated flows. The use of sand filtration and re-irrigation will help insure minimal pollutants leave the site.

OWNER:CLAYTON PROPERTIES GROUP INC.(DBA BROHN HOMES)6720 VAUGHT RANCH RD.SUITE 200AUSTIN, TEXAS 78730512-320-8833TRAVIS CO. DEED NO. 2018073892

SUBMITTED FOR APPROVAL BY:

PLANS PREPARED BY:

DANNENBAUMENGINEERING COMPANY - AUSTIN, LLC

T.B.P.E. FIRM REGISTRATION # F-89953409 EXECUTIVE CENTER DR., STE 129 AUSTIN, TX 78731 (512) 345-8505

SURVEYOR:CHAPARRAL PROFESSIONALLAND SURVEYORS3500 MCCALL LN.AUSTIN, TEXAS 78744512-443-1724

REVIEWED BY:

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UM

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GIN

EE

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PA

NY

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US

TIN

, L

LC

Q25= ??? cfs

Q100= ??? cfs

Q25= ??? cfs

Q100= ??? cfs

Q25= ??? cfs

Q100= ??? cfs

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