1 of 1

http://cceocw/CWProd/Reports/ReportViewer.aspx?PermitID= 112 ...

Comal County oma: or COMA.t COIJNIY Kl<GINEt:lil

License to Operate On-Site Sewage Treatment and Disposal Facility

Issued This Date:

Location Description:

Type of System:

Issued to:

12/27/2018

137 SYCAMORE CIR SPRING BRANCH, TX 78070

Subdivision: Unit: Lot: Block: Acreage:

Aerobic Drip Irrigation

Cvoress Cove 3 531

DAW Investments, LLC

Permit Number: 107025

This license is authorization for the owner to operate and maintain a private facility at the location described in accordance to the rules and regulations for on-site sewerage facilities of Comal County, Texas, and the Texas Commission on Environmental Quality.

The license grants permission to operate the facility. It does not guarantee successful operation. It is the responsibility of the owner to maintain and operate the facility in a satisfactory manner.

Alterations to this permit including, but not limited to: - Increase in the square feet ofliving area - Increase in the number of bedrooms - A change of use (i.e. residential to commercial) - Relocation of system components (including the relocation of spray heads) - Installation of landscaping - Adding new structures to the system

may require a new permit. It is the responsibility of the owner to apply for a new permit, if applicable.

Inspection and licensing of a facility indicates only that the facility meets certain minimum requirements. It does not impede any governmental entity in taking the proper steps to prevent or control pollution, to abate nuisance, or to protect the public health.

This license to operate is valid for an indefinite period. The holder may transfer it to a succeeding owner, provided the facility has not been remodeled and is functioning properly.

OS 0025599

12/27/2018, 4: 11 PM

'

.. ' '

Comal County OSSF Inspection Sheet

Permit#: I OltJJ 'S Location: c~tdA Y:lS c..,. I II.., .f,e,q,,..fiA C e,if. I " ~ . InstallerN~e: te1c lc¥ A.i/..c. f •., l,•,_ /JJ • ., ,·J /1., /r, A. License# ~SOf2Pft 'l; r7

(if more thlln one fr&taller fs used list them according to msp;;ion) 11 , ~ 1 - 1 tg

lst Inspection: Jtf r- ~It I 2114Inspection: tttl ... /;l I' !I r Final Inspection: -~.a,.~'--'--=..;.;:..:_---(inspector initials & date) (inspector initials & date) (inspector initials ci date)

Are additional inspections required: ---------------------- --*-

Re-inspection fee owed:-- ------ Re-inspection fee paid:----------

Existing soil conditions:

Site/soil conditions match soil evaluation: __lrz_ Notes: ------------------++-

System Description: Aerobic with spray: _ Aerobic with drip emitters: _1X. Low Pressure Dosing: _ Absorptive drainfield: Evapotranspirative (ET) system: __ Gravel-less drainfield piping: __ Leaching chambers: __ _.._

Soil substitution drainfield: other:-----------------------tt-

Tank Inspection: Tank set level & watertight:_j{ Inlet/Outlet: .K_ Tank Size or GPD: S~8 Manuf./Brand:-:-.5.~· ~F&.<~C:a.-.. Model#: Pump Tank Size: Alarms/ Audible & Vi ual: ~ Operational: Is timer required/provided?: « Chlorination required/provided? __

otes:

Maintenance Tag for Aerobic: ( ~ ) ---------------System installation : Pipe check/house to tank~ Clean-out at structure/every 50 ftJ @90 s __ #_ Pipe checkJtank to drainfield: _ (118"-ft.,SDR 26 or Sch. 40) Trenches/Excavations: Width/Depth: Tren<;hes/Excavations Level: _ _ Pipe & Gravel: _____,. Slope within drainfieldlspray area: _ _ Leaching Chambe£3: __ GeoTex: __ Spray irrigation purple pipe: Jl_ Spray irrigation area checked: __ N tes:

Smaration Distances Prop. Lines:.«:.. Water lines :~ Water Wells: __ Bldgs/Driveway/lmprovements: _ _ Creeks/Rivers/Pon s: __ Drainage Easements/Sharp Slopes: _ _ If over Recharge Zone check for recharge features: _ _ Are th water lines cro ing tightlineslor within 10 feet of system?: __ Have they been properly sleeved: __ Are ther sewer lines crossing under driveways, sidewalks, or within 5 ft. of surface improvements: __ Have the sewer lines teen properly sleeved?: I fiot£!; /( -tt ra ry---r, A C.., v .c .r'f # ~0. J.

Final Inspection: Tank(s) Backfilledtt. System Backfilled: ET Systems Class II backfill & vegetative,Xver for transpiration in place: __ Surface applicatio area properly landscaped! egetation acceptable: r

Size oflnstalled Drainfield/Spray Area: /~1 t ~ lA)~ C ,.,i4«, Check here to confirm that service agreement has been~eived. entered and activated in CASS.T. -- '

Comal County OSSF Inspection Sheet

Permit#: /0 1rJ) 5 Installer Name: ,e ~ lc License 7

(if more taller ts used list them according to inspection)

1st Inspection: jtf r- ~!t I 2°dlnspection: m 1- I~ I'/; r Final Inspection: --------(inspector initials & date) (inspector initials & date) (inspector initials & date)

Are additional inspections required: ------------------------------------------------4~

Re-inspection fee owed: --------- Re-inspection fee paid: ------------------

Existing soil conditions:

Site/soil conditions match soil evaluation: ~Notes: --------------------t~

System Description: Aerobic with spray: _ Aerobic with drip emitters: -"!_ Low Pressure Dosing: _ Absorptive drainfield: ____ Evapotranspirative (ET) system: __ Gravel-less drainfield piping: __ Leaching chambers: __ Soil substitution drainfield: other: ________________________ _,..._

Tank Inspection: Tank set level & watertight:j( Inlet/Outlet: A:_ Tank Size or GPO: ftl) Manuf./Brand: S,A.I( 1 i4e, Model#: Pump Tank Size: Alarms/ Audible & Visual: ~ Operational: 3_ Is timer required/provided?: -tf Chlorination required/provided? __

otes:

Maintenance Tag for Aerobic : ( ~ ) --------------System installation: Pipe check/house to tank~ Clean-out at structure/every 50 ft./@90' s __ -_ Pipe check/tank to drainfield: (l/8"-ft.,SDR 26 or Sch. 40) r-Trenches/Excavations: Width/Depth: Trenches/Excavations Level: __ Pipe & Gravel: __ Slope within drainfield/spray area: __ Leaching Chambers: __ GeoTex: __ Spray irrigation purple pipe: _J{__ Spray irrigation area checked: __ Notes:

Separation Distances. Prop. Lines:A:,_ Water lines:2t,_ Water Wells: __ Bldgs/Driveway/Improvements: __ Creeks/Rivers/Pon s: __ __ Drainage Easements/Sharp Slopes: __ If over Recharge Zone check for recharge features: __ Are ther water lines crossing tightlineslor within 10 feet of system?: __ Have they been properly sleeved: __ Are ther lines crossing under driveways, sidewalks, or within 5 ft. of surface improvements: __ Have the sewer lines properly sleeved?: _,__ Notes: ~'(!o.~\1 r~'A e.,v.c/t <f ~oJ

)

Final Inspection: Tank(s) Backfilled: _ System Backfilled: __ ET Systems Class II backfill & vegetative cover for transpiration in place: __ Surface application area properly landscaped/vegetation acceptable: __

otes:

Size of Installed Drainfield/Spray Area: ___,/'--e--=-1--=t'---=s~;t!_,__,~oz..=~o..;~~~, '---~___,111==....' il4f ...... ~:....-..___ _______ -:-r----Check here to confinn that service agreement has beenr~eived, entered and activated in CASS.T. -- '

J

Permit of Authorization to Construct an On-Site Sewage Facility

Permit Valid For One Year From Date Issued

107025

DAW Investments, LLC

137 SYCAMORE CIR

SPRING BRANCH, TX 78070

Cypress Cove

3

531

Subdivision:

Unit:

Lot:

Block:

Permit Number:

Issued This Date:

This permit is hereby given to:

To start construction of a private, on-site sewage facility located at:

APPROVED MINIMUM SIZES AS PER ATTACHED DESIGN

This permit gives permission for the construction of the above referenced on-site facility to

commence. Installation must be completed by an installer holding a valid registration card from the

Texas Commission on Environmental Quality (TCEQ). Installation and inspection must comply

with current TCEQ and Comal County requirements.

Call (830) 608-2090 to schedule inspections.

Type of System: Aerobic

Drip Irrigation

Acreage:

02/08/2018

Comal County OSSF Inspection Sheet

Permit#: /0 7() J 5 Location: e y~/l:f!lS I I 'J.., .f y c. Q. lf1 dlf e

InstallerName: ~"ck License# (!)$Ot)Pfl2 1"7 (if more th staller 1s used list them according to inspection)

1st Inspection: bt r-~ !t I 2ndlnspection: Final Inspection: ____ ___ _ (inspector initials & date) (inspector initials & date) (inspector initials & date)

Are additional inspections required: ---------------------------~

Re-inspection fee owed: - -------- Re-inspection fee paid: __________ _

Existing soil conditions: Site/soil conditions match soil evaluation: ___lf2_ Notes: - --------- ------ ------=-

System Description: Aerobic with spray: _ Aerobic with drip emitters: ____;X_ Low Pressure Dosing: _ Absorptive drainfield: __ Evapotranspirative (ET) system: __ Gravel-less drainfield piping: __ Leaching chambers: __ Soil substitution drainfield: other:

----------~--------------~~

Tank Inspection: Tank set level & watertight:_j( Inlet/Outlet:_ Tank Size or GPD: ftf) Manuf./Brand: Sf)/g,(c., 14e. Model#: Pump Tank Size: Alarms/ Audible & Visual: __ Operational: __ Is timer required/provided?: __ Chlorination required/provided? __ Notes:

System installation: Maintenance Tag for Aerobic: ( /C ) ---------------:-:----

Pipe check/house to tank_: _ _ Clean-out at structure/every 50 ft ./@90' s __ Pipe check/tank to drainfield : _ _ (l/8"-ft .,SDR 26 or Sch. 40) Trenches/Excavations: Width/Depth: Trenches/Excavations Level: __ Pipe & Gravel: __ Slope within drainfieldlspray area: __ Leaching Chambers: __ GeoTex: _ _ Spray irrigation purple pipe: __ Spray irrigation area checked: __ Notes:

Separation Distances Prop. Lines:_ Water lines: _ _ Water Wells: _ _ Bldgs/Driveway/Improvements: __ Creeks/Rivers/Ponds: __ Drainage Easements/Sharp Slopes: __ If over Recharge Zone check for recharge features: __ Are there water lines crossing tightlines/or within 10 feet of system?: __ Have they been properly sleeved: __ Are there sewer lines crossing under driveways, sidewalks, or within 5 ft. of surface improvements: __ Have the sewer lines been properly sleeved?: _ _ Notes:

Final Inspection: Tank(s) Backfilled: __ System Backfilled: __ ET Systems Class II backfill & vegetative cover for transpiration in place: __ Surface application area properly landscaped/vegetation acceptable: __ Notes:

__ Check here to confirm that service agreement has been ~eceived, entered and activated in CASST.

COUNTY OF COMAL COUNTY ENGINEER'S OFFICE

OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded

items Date Received initials

Permit Number

Instructions:

Place a check mark next to all items that apply . For items that do not apply, place "N/A". This OSSF Development Application Checklist must accompany the completed application .

OSSF Permit

X Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and license to Operate

_x_ Site/Soil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

X Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285. Planning Materials shall consist of a scaled design and all system specifications.

X Required Permit Fee

X Copy of Recorded Deed

X Surface Application/Aerobic Treatment System

RECEIVED

JAN 2 2·2018

couN;y ENGINEER

X Recorded Certification of OSSF Requiring Maintenance/Affidavit to the Public

X Signed Maintenance Contract with Effective Date as Issuance of license to Operate

I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF Development Application.

~a lure of Apphcant

__ COMPLETE APPLICATION INCOMPLETE APPLICATION

Check No. __ _ Receipt No. __ _ (Missing Items Circled , Application Refused)

Revised: January 2015

* * * CO MAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH * * * APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Date January 18, 2018 Permit # _ _._I ...... D__.:b'-"'D'-"'1,_,6:o.__ __

Owner Name DA W INVESTMENTS, LLC Agent Name GREG W. JOHNSON, P.E.

Mailing Address 491 MYSTIC PKWY Agent Address 170 HOLLOW OAK -----------------------------------City, State, Zip NEW BRAUNFELS, TX 78132

--------------------~------------City, State, Zip SPRING BRANCH TEXAS 78070

Phone# 210-273-2802 Phone # (830) 905-2778

Email info@southerncharmbuilders.com Email gregjohnsonpe@yaboo.com

All correspondence should be sent to: D Owner 1Z1 Agent D Both Method : D Mail 1Z1 Email

Subdivision Name CYPRESS COVE Unit/Phase/Section SEC 3 Lot 531 Block -----------------------------Acreage/Legal

-------------------------------------------------------------------------Street Name/Address 137 SYCAMORE CIRCLE City

---------------------SPRING BRANCH Zip 78070 ______ __.:___.:_ __ _

Type of Development:

1Z1 Single Family Residential RECEIVED

Type of Construction (House, Mobile, RV, Etc.) HOUSE --------------------------------- JAN 2 2 2018

Number of Bedrooms 3

Indicate Sq Ft of Living Area -----------1300

f' 01 1!\i"r -_, •.. N . . .. . , '=1 GINEER

D Commercial or Institutional Facility

(Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ------------------------------------Offices, Factories, Churches, Schools, Parks, Etc. - Indicate Number Of Occupants ---------------------------Restaurants, Lounges, Theaters- Indicate Number of Seats

---------------------------------------------Hotel, Motel, Hospital, Nursing Home - Indicate Number of Beds

------------------------------------------Travel Trailer/RV Parks- Indicate Number of Spaces

-------------------------------------------------Miscellaneous

Estimated Cost of Construction : $ 185,000 (Structure Only) ______ ...:...,:___.:_ ____ _ Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USAGE) flowage easement?

DYes IZ! No

(if yes, owner must provide approval from USAGE for proposed OSSF improvements within the USAGE flowage easement)

Source of Water 1Z1 Public D Private Well

Are Water Saving Devices Being Utilized Within the Residence? 1Z1 Yes D No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts. Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of site/soil evaluation and inspection of private sewage facilities. I also understand that a permit of authorization to construct will not be issued until the Floodplain Administrator has performed the reviews required by the Comal County Flood Damage

:;;;;ti2 !J./& LV Ad; Dote ~~~~I 'I» I f, Page I of 2

195 David Jonas Dr., New Braunfeis, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised January 2016

CYPRESS COVE, SECTION 3, LOT 531

* * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH***

APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Planning Materials & Site Evaluation as Required Completed By GREG w. JOHNSON P.E .

System Description PROPRIETARY; AEROBIC TREATMENT AND DRIP TUBING ""' ---:~IVEO ----------------------~------------~~~~~~~~~----------~~

Size of Septic System Required Based on Planning Materials & Soil Evaluation J~j 2 2 2018 SOLAR AIR SA-600-768PT

Tank Size(s) (Gallons) Absorption/Application Area (Sq Ft) ------------------------- 1818 , ·,\JGINEER

Gallons Per Day (As Per TCEQ Table Ill) 240 --------~-------

(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone? D Yes 1:8:1 No

(If yes, the planning materials must be completed by a Registered Sanitarian (R.S.) or Professional Engineer (P.E.))

Is there an existing TCEQ approved WPAP for the property? DYes 1:8:1 No

(if yes, the R. S. or P. E. shall certify that the OSSF design complies with all provisions of the existing WPAP.)

If there is no existing WPAP, does the proposed development activity require a TCEQ approved WPAP? DYes D No

(If yes, the R.S. or P. E. shall certify that the OSSF design will comply with all provisions of the proposed WPAP. A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office.)

Is the property located over the Edwards Contributing Zone? 1:8:1 Yes D No

Is there an existing TCEQ approval CZP for the property? D Yes 1:8:1 No

(if yes, the P.E. or R.S. shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP, does the proposed development activity require a TCEQ approved CZP? DYes 1:8:1 No

(if yes, the P.E. or R.S. shall certify that the OSSF design will comply with all provisions of the proposed CZP. A Permit to construct will)

not be issued for the proposed OSSF until the CZP has been approved by the appropriate regional office.)

-~=>c-..:..~\~

~?·~~ ?.~ . ~~ ~~~ {/ A._'?- .. ··*· ... 4-~ "(~ If yes, indicate the city: li 0 .· · .. 0\ ''h ------------------------------------ ;; * : ·. • \

d . : · • \:. :~ . ·G·R·Ec;· w.· J"oHN"~ioN . ~ ~ • .. . ........... . .... . .... : .... 0. '(\ -<~ ·. 67587 : ll:: a ' .. ~ ··.1> ~<:>_ .· ~<J jJ

•(. 0--<- ·-~~/Si~~ - · ~tv// ~~~& .... . .. 0. ' £:.!1

' &tONAL ~~j,7

Is this property within an incorporated city? D Yes 1:8:1 No

·~ ... ":'-'\-... -" -~~ ·~":·~'·;:o0- FIRM #2585

I certify that the informa ion provided above is true and correct to the best of my knowledge.

January 19, 2018 Date

195 David Jonas Dr., New Braunfels, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of 2 Revised January 2016

lfcs AFFIDAVIT 111111111111111 II IIIII/IIIII/III II Ill

THE COUNTY OF COMAL STATE OF TEXAS

201806002605 01/22/2018 11 :51 : 12 AM 1/ 1

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSF's), this document is filed in the Deed Records ofComal County, Texas.

I The Texas Health and Safety Code, Chapter 366 authorizes the Texas Commission on Environmental Quality (TCEQ) to regulate on-site sewage facilities (OSSFs). Additionally, the Texas Water Code (TWC), § 5.012 and§ 5.013 , gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC. The commission, under the authority of the TWC and the Texas Health and Safety code, requires owner's to provide notice to the public that certain types ofOSSFs are located on specific pieces of property. To achieve this notice, the commission requires a recorded affidavit. Additionally, the owner must provide proof of the recording to the OSSF permitting authority. This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF, nor does it constitute any guaranRECEIVED by the commission that the appropriate OSSF was installed.

II JAN 2 2· 2018 An OSSF requiring a maintenance contract, according to 30 Texas Administrative Code §285.91(12) will be installed on the property described as (insert legal description): C ~ OUNTY ENGINEER

__ 3_ UNIT/PHAS~ BLOCK 531 LOT CYPRESS COVE SUBDIVISION

IF NOT IN SUBDIVISION: ____ ACREAGE ------------------ SURVEY

DA W INVESTMENTS, LLC The property is owned by (insert owner's full name): _____________________ _

This OSSF must be covered by a continuous maintenance contract for the first two years. After the initial two-year service policy, the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally.

Upon sale or transfer of the above-described property, the permit for the OSSF shall be transferred to the buyer or new owner. A copy of the planning materials for the OSSF can be obtained from the Comal County Engineer's Office.

WITNESS BY HAND(S) ON THIS_j§_DAY OF___.._.,}.L..:IIJJ.CHI~V~!.l..L:::.Oq--- ,20 18

-~~"'--' U.2d:.~:t;. ~ wner(s) signature(s) .

DEBBIE WHlTE - MANAGER

Owner (s) Printed name (s)

DEBBIE WHITE SWORN TO AND SUBSCRIBED BEFORE ME ON THIS /B DAY OF ~ft-'~~..L..:7"1r.f-"=-,"---- ,20_1_8_ THIS AREA FOR COMAL COUNTY CLERK RECORDING PURPOSES ONLY

.,--\t~Y!t:;---.. GREG W. JOHNSON [+~~~% Notary Public, State of Texas ?,.}~.~} .. § My Commission Expires ""1;;;,;;.·~~_, May 17 2018

'''''"'''' '

(Notary Seal Here)

l

Filed and Recorded Official Public Records Bobbie Koepp, County Clerk Comal County Texas 01/22/2018 11:51:12 AM CSCHUL 1 Page(s) 201806002605

-~~

H~T TREATMENT SYSTEM INITIAL SERVICE POLICY RECEIVED

UJJ JAN .2 .2· 2018

COUNTY ENGINEER This Service Policy ("Agreement') entered into thi __ day of . - __,--> by and between DAW INVESTMENTS. LLC ("'Home Owner") and .._'jy}V I)) Jif}RJi¢., ("Service Provider") ervice Provider agrees to operate and maintain the Hoot Aerobic System located at 137 SYCAMORE CIRLCE CYPRESS COVE. SECTION 3. LOT 531 (legal description only) Permit# for the period of two (2)

years beginning L TO and endin pursuant to the terms below:

This Agreement will provide for all required inspections, testing and service of your HOOT Aerobic Treatment System. Service Provider and Home Owner agree to the following:

I . Service Provider shall perform 3 inspections a year/service calls (at least one every 4 months), for a total of 6 over the two-year period including inspection, adjustment and servicing of the mechanical, electrical and other applicable component parts to ensure proper function. This includes inspecting the control panel, air pumps, air filters, diffuser operation, and replacing or repairing any component not found to be functioning correctly.

2. Such inspections shall include an effluent quality inspection consisting of a visual check for color, turbidity, scum overflow and examination for odors. A test for chlorine residual and pH will be taken and reported as necessary.

3. If any improper operation is observed by Service Provider, which cannot be corrected at the time of the service visit, Home Owner will be notified immediately in writing of the conditions and estimated date of correction.

4. Home Owner agrees to maintain a chlorine residual of at least 0.1 mg!L in the treatment system. This can be accomplished by using chlorine tablets designed for wastewater use, NOT SWIMMING POOL TABLETS. Upon inspection by Service Provider, if the SYStem needs chlorine tablets the Service Provider will add them and charge the Home Owner.

5. ln the event that the Home Owner fails in their responsibility to add the chlorine tablets, it shall be considered a breach of this Agreement and the Home Owner's duties as agre to in the Hoot Homeowners Manual. Additionally, such failure may be considered an unlawful act in some jurisdictions, and ervic er will contact the appropriate gove , ntal thorities to report uch violation. lnitials of ervice Provider Initials of Homeowner_ -A='-FY I+---

6. Home Owner agrees to main a tory authorized service provider fort of the SYStem, as required by state law applicable to aerobic systems. Service Provider agrees to make available, for purchase on an annual basis, a continuing service policy to cover labor for normal inspection, maintenance and repair. 7. Service Provider agrees that with.in 48 hours of a request for service (weekend and holidays excluded), Home Owner's system will be visited by the Service Provider listed below or their authorized agent If there are any items which need correction and can not be immediately remedied, the service provider will inform the Home Owner, in writing, of the conditions and th.e estimated repair date. 8. Any additional visits, inspections or sample collections required by speciflc Municipalities, Water/River Authorities, County Agencies the

State or any other regulatory agency in your jurisdiction will be covered by this Agreement.

Disclaimer: The HOOT Homeowners Manual must be strictly followed or all warranties are subject to invalidation. Pumping of sludge build­up, for reasons other than due to warranted mechanical failure, are not covered by this Agreement and will result in additional charges. By signing this Agreement, both Service Provider and Homeowner agree to the terms contain herein. Further, By signing this Agreement, both the Service Provider and the Home Owner swear that the Home Owner has received a copy of the Homeowners Manual and the Service Provider has made a reasonable effort to explain all pertinent information to the Homeowner.

Home Owner agrees that HOOT Aerobic Systems, Inc. is not a party to this Agreement, and hall bear no responsibility for service or any terms, obligations, or duties contained herein.

HOMEOWNER

DAVJINVESTMENTS, LLC Name 491 MYSTIC PARKWAY

Address SPRING BRANCH, TX 78070

Ciry

( 210

SERVICE PROVIDER

·vAvJ b .duitwL ~ame ,ofServi:-?mnpany RepTF:tive j J )

.2-'llfq /Si2;:_ fiy mf/t tJ co~

Ciry ( 2> l 0 ) C{ }{;· -_9..!...:=/;:l-7..!....__..!.( ___ _

~ MP0000557

* THE EFFECTIVE DATE OF THIS INITIAL MAINTENANCE CONTRACT SHALL BE THE DATE THE LICENSE TO OPERATE IS ISSUED

ON-SITE SEWERAGE FACILITY SOIL EVALUATION REPORT INFORMATION

Date Soil Survey Performed: January 18, 2018 RECEIVED

Site Location: CYPRESS COVE, SECTION 3, LOT 531 JAN J J· 2018

Proposed Excavation Depth: N/A

Requirements: COUNTY ENGINEER

At least two soil excavations must be performed on the site, at opposite ends of the proposed disposal area. Locations of soil boring or dug pits must be shown on the site drawing. For subsurface disposal, soil evaluations must be performed to a depth of at least two feet below the proposed excavation depth. For surface disposal, the surface horizon must be evaluated. Describe each soil horizon and identify any restrictive features on the form . Indicate depths where features appear.

SQ[L BORING NUMBER SURFACE EVALUATION

Depth Texture Soil Gravel Drainage Restrictive (Feet) Class Texture Analysis (Mottles/ Horizon

Water Table)

0 6" m CLAY LOAM N/A NONE LIMESTONE

I OBSERVED @ 6"

2

3

4

5

SOIL BORING NUMBER SURFACE EVALUATION

Depth Texture Soil Gravel Drainage Restrictive

(Feet) Class Texture Analysis (Mottles/ Horizon Water Table)

0

SAME AS ABOVE I

2

3

4

5

I certify that the findings of this report are based on my field observations and are accurate to th e t of my ability.

ot/18//'8 I l

Date son, P.E. 67587-F2585, S.E. 11561

Observations

BROWN

Observations

OSSF SOIL EVALUATION REPORT INFORMATION Date: January 19, 2018

Applicant Information: Name: DA W INVESTMENTS, LLC.

Address: c/o 492 MYSTIC PARKWAY City: SPRING BRANCH State: TEXAS Zip Code: 78070 Phone: (210) 273-2802

Property Location: Lot 531 Unit_3_ Blk Subd. CYPRESS COVE Street Address: 137 SYCAMORE CIRCLE City: SPRING BRANCH Zip Code: 78070

Additional Info. :

Site Evaluator Information: Name: Greg W. Johnson, P.E., R.S, S.E. 11561 Address: 170 Hollow Oak City: New Braunfels State,_: T=e=x=as~--Zip Code: 78132 Phone & Fax (830)905-2778

Installer Information: N arne : __________________________ _

Company:----------------------Address: ________________________ __

---------------------------- City: State: ______ _

Topography: Slope within proposed disposal area: Presence of 100 yr. Flood Zone: Existing or proposed water well in nearby area. Presence of adjacent ponds, streams, water impoundments Presence of upper water shed Organized sewage service available to lot

Zip Code: Phone __________ _

4 % YES_ NO_!_ YES_ NO_!_ YES_ NO_!_ YES_ NO_!_ YES NO_!_

RECEIVED

JAN It· 2018

COUNTY ENGINEER

I HAVE PERFORMED A THOROUGH INVESTIGATION BEING A REGISTERED PROFESSIONAL ENGINEER AND SITE EVALUATOR IN ACCORDANCE WITH CHAPTER 285, SUBCHAPTER D, §285.30, & §285.40 (REGARDING RECHARGE FEATURES), TEXAS COMMISSION OF ENVIRONMENTAL QUALITY (EFFECTIVE DECEMBER 27, 2012).

Gtl.isON, P.E. 67587- S.E. 11561 /)f J Ia IJ t ~

SITE DESCRIPTION:

AEROBIC TREATMENT DRIP TUBING SYSTEM

DESIGNED FOR: DA W INVESTMENTS, LLC

491 MYSTIC PARKWAY SPRING BRANCH, TX 78070

RI::CEIVED

JAN .2 2 2018

COUNTY ENGINEER

Located in Cypress Cove, Section 3, Lot 531 , at 137 Sycamore Circle, the proposed system will serve a three bedroom residence (1300 sf.) situated in an area with shallow Type III soil as described in the Soil Evaluation Report. Native grasses and oak trees were found throughout this property. An aerobic treatment plant utilizing drip irrigation was chosen as the most appropriate system to serve the conditions on this lot.

PROPOSED SYSTEM: A 3-inch SCH-40 pipe discharges from the residence into a Solar Air SA600 600gpd aerobic plant containing a 374-gallon pretreatment tank, an aerobic treatment plant, and a 768-gallon pump chamber containing a submersible (Franklin C1 20XC1-05P4-W115) well pump. The well pump is activated by a time controller allowing the distribution ten times per day with an 8 minute run time with float setting at 240 gallons. A high level audible and visual alarm will activate should the pump fail. Distribution is through a self flushing 100 micron disc filter (Arkal) then through a 1" SCH-40 manifold to a 1818 sf. drip tubing field, with Netijim Bioline drip lines set approximately two feet apart with 0.61 gph emitters set every two feet, as per the attached schematic. A pressure regulator PMR-MF 3 Opsi installed in the pump tank on the manifold to the field will maintain pressure at 30 psi. A 1" SCH-40 return line is installed to periodically flush the system by cycling a 1" ball valve. Solids caught in the spin filter are flushed each cycle back to the trash tank. Vacuum breakers installed at the highest point on each manifold will prevent siphoning of effluent from higher to lower parts of the field. Field area will be scarified and built up with ~6" of Type II or Type III soil, then the drip tubing will be laid and capped with ~6" of Type II or Type III soil (NOT SAND). The field area will be sodded with grass prior to system startup. Tank must have at grade risers on each opening with watertight caps that must be at least 65# or have a padlock or can only be removed with tools. A secondary plug, cap, or suitable restraint must be provided below riser cap to prevent tank entry should the cap be damaged or removed, in compliance with Chapter §285.38.

DESIGN SPECIFICATIONS: Daily waste flow: 240 GPD Table III Pretreatment tank size: 374 Gal Plant Size: Solar Air SA600 600gpd (TCEQ Approved)

Page 1 of 2

RECEIVED

Pump tank size: 768 Gal JAN .2 .2· 2018 Reserve capacity after High Level: 80 Gal (1/3 day Req'd) Application Rate: Ra = 0.2 gal/sf COUNTY ENGINEER

Total absorption area: Q/Ra = 240 GPD/0.20 = 1200 sf. (Actual 1818 sf.) Total linear feet drip tubing:1000' Netijim Bioline drip tubing .61 GPH Pump requirement: 455 emitters @ .61 gph @ 30 psi = 4.616 gpm Pump Requirement (cont.): Franklin C1 20XC1-05P4-W115 submersible well pump MINIMUM SCOUR VELOCITY (MSV) > 2 FPS IN DRIP TUBING W/ NOM. DIA. 0.55" ID

MSV = 2 FPS (Ild T 2)/4*7.48 gal/cf*60 sec/min MSV = 2(3.14159((.55/12) T 2)/4)*7.48*60 MSV = 1.5 gpm PER LINE* 3 LINES = 4.5 GPM MIN FLOW RATE

IN RETURN MANIFOLD WI NOM. DIA 1.049" ID MSV = 2 FPS (Ild T 2)/4*7 .48 gal/cf*60 sec/min MSV = 2(3.14159((1.049112) T 2)/4)*7.48*60 MSV = 5.4GPM

PIPE AND FITTINGS: All pipes and fittings in this drip tubing system shall be 1" schedule 40 PVC. All joints shall be sealed with approved solvent-type PVC cement. Clipper type cutters are recommended to prevent PVC burrs during cutting of pipes causing possible plugging.

Designed in accordance with Chapter 285, Subchapter D, §285.30 and §285.40 Texas Commission On Environmental Quality. (Effective December 2012)

Greg W. Jo on, P.E. 170 Hollow Oak New Braunfels, Texas 78132 830/905-2778

Page 2 of 2

INSTALL 1818sf OF FIELD USING 1909' OF DRIP TUBING

*USE TWO WAY CLEANOUT **USE SCH-40 OR SDR-26 TO TANK

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DAW INVESTMENTS, LLC.

STREETADDRESS 137 SYCAMORE CIRCLE

LEGALDESC CYPRESS COVE

RECEIVED

JAN J 2· 2018

COUNTY ENGINEER 6'

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100'

DRAWN BY: EJS Ill

LOT: 531

TANK NOTES: RECEIVED

Tanks must be set to allow a minimum of JAN2J·zo18 1 /8" per foot fall from the residence. co

UNTYENGINE Tightlines to the tank shall be SCH-40 PVC. ER

A two way sanitary tee is required between residence and tank. A minimum of 4" of sand, sandy loam, clay loam free of rock shall be placed under and around tanks

ALL WIRING MUST BE IN COMPLIANCE WITH THE MOST RECENT NATIONAL ELECTRIC CODE

PUMP RISER

PRESSURE ADJUSTMENT & SAMPLING VALVE

HIGH LEVEL FLOAT OVERRIDE FLOAT

PUMP ON/OFF FLOAT

TO FIELD-

RESERVE REQUIREMENT SO GAL+

OVERRIDE FLOAT

WORKING LEVEL 240 GAL

SUMP 218 GAL

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TYPICAL PUMP TANK CONFIGURATION SOLAR AIR SA600 768 GAL PUMP TANK

Arkall" Super Filter Catalog No. 1102 0 __ _

Features

• A ·r shaped filter with two 1" male threads.

• A ·r volume filter for in-line installation on 1" pipelines.

• The filter prevents clogging due to its enlarged filte ring area that collects

sediments and particles.

• Manufactured entirely from fiber reinforced plastic.

• A cylindrical column of grooved discs constitutes the filter element.

• Spring keeps the discs compressed.

• Screw-on filter cover.

• Filter discs are available in various filtration grades.

Technical Data

1" BSPT (male) 1" NPT (male)

Inlet/outlet diameter

Maximum pressure

Maximum flow rate

General filtration area

Filtration volume

Filter length L

Filter width W

Distance between end connections A

Weight

Maximum temperature

pH

Filtration Grades

Blue (400 micron / 40 mesh)

Yellow (200 micron I 80 mesh)

Red (130 micron /120 mesh)

Black (100 micron /140 mesh)

Green (55 micron)

25.0 mm - nominal diameter

33.6 mm- pipe diameter (0. D.)

10 atm 145 psi

8 m3/h (1 .7 1/sec) 35gpm

500 cm2 77.5 in2

600 cm3 37 in3

340mm 13 13/32"

130 mm 5 3/32"

158mm 6 7/32"

1.420 kg 3.131bs.

70" c 158 "F

5-11 5-11

Head Loss Chart

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44

1 100 GPM

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Pressure Compensating Dripperline for Wastewater

Product Advantages Tbe Proven Performer • Tens of millions of feet used in wastewater today.

Reguloting Mode

Initiation of flushing Cyde

flushing Cyde

Regulating Mode

• Bioline is permitted in every state allowing drip disposal.

Bioline's SeHieoning, Pressure Compensating Dripper is o fully se~­contoined unit molded to the interior wolf of the dripper tubing. As shown at left, BioUne is continuously s~-deoning during operation, not just ot the beginning and end of o cycle. The result is dependable, dog free operation, year after year.

• Boded by the largest, most quolityt!riven manufacturer of drip products in the U.S. • Preferred choice of major wastewater des~ners ond regulators. • Proven trod< record of success for many years of hard use in wastewater applicotions.

Oua5ty MCII!Ifacturiag with Specificatioas Designed to Meet Y otr Needs • Pressure compensating drippers assure the highest application uniformity- even on sloped or rolling

terrain. • Excellent uniformity with runs of 400 feet or more -reducing instollotion costs. • Highest quolity-<ontrol standards in the industry: Cv of 0.25 (coefficient of monufocturer's variation). • A selection of flows ond spacings to satisfy the designe( s demand for almost any application rote.

l.ollg-Tem Relabity • Protection against plugging:

· Dripper inlet roised 0.27" above woll of tubing to preverrt sediment from entering dripper.

-Drippers impregnated with Vinyzene to prevent buildup of miaobiol s~me .

-Unique se~-flushing mechanism posses small particles before they con build up.

Root Safe • A physical barrier on each BioUne dripper helps prevent root intrusion. • Protection never wears out- never depletes- releases nothing to the

environment. • Working reliobly for up to 15 years in subsurfoce wastewater

installations. • Additional security of chemical root inhibition with Techfilter- supplies

Triflurolin to the entire system, effectively inhibiting root growth to the dripper outlets.

Applications • For domestic strength wastewater disposal.

• Installed following a treatm~ • Can be successfully usedpjl,s._traight se~

effluent with proper dclt~faW>n and operation. ~ 20/8

• Suitable for reuscG~~ns using municipally treated-Jfl'JebY~led for irrigation water. 'NSe/1

Specifications Wall thickness (mil): 45*

Nominal flow rates (GPH): .4, .6, .9*

Common spacings: 12", 18", 24"*

Recommended filtration: 120 mesh

Inside diameter: .570*

Color: Purple cubing indicates non-parable source

•Additional flows, spacings, and pipe sius available by request. Please contact Neufim USA Custom<:r Sttvj.., for deuils.

BIOLINE Flow Rate vs. Pressure

NETARMUSA 5470 E. Home Ave. • Fresno, CA 93727 888.638.2346 . 559.453.6800 FAX 800.695.4753 www.netafimusa.com

NETAFIM WASTEWATER DISPERSAL SYSTEM DESIGN GUIDE

SAMPLE DESIGNS

SINGLE TRENCH LAYOUT

Rectangular field with supply and flush manifold on same side and in same trench; • Locate supply and flush manifold in same trench

• Oripperlines are looped at the end opposite the supply and flush manifolds

• The longest Bioline length should not exceed 400 ft. Drip fields 200 ft. in length might loop the Bioline once; drip dispersal fields under 1 00 ft. might be looped twice, as illustrated

Residence

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flush Line

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Disc Fiher

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Directions Made Easy www.mapsco.com

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REBECCA CROSSING

CO MAL COUNTY

78070 ~ M apsco, Inc .

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COPYRIGHT 1978, 2009 by MAPSCO, INC. · All RIGHTS RESERVED

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201706054961 12/20/2017 04:28:54 PM 112

GF: 2291008-SA30

NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.

GENERAL WARRANTY DEED w

Date: December J:l, 2017

Grantor: MARJORJE MAE HOFFER nka MARJORJE MAE BONORDEN, a single person

Grantor's Mailing Address:

Grantee:

c/o CLINTON R. HOFFER 605 Koebig Seguin, Texas 78155 Guadalupe County

DA W INVESTMENTS, LLC

Grantee's Mailing Address:

Consideration:

491 Mystic Parkway Spring Branch, Texas 78070 Comal County

TEN AND NOll 00 DOLLARS ($1 0.00) and other good and valuable consideration.

Property (including any improvements):

LOT 531, OF CYPRESS COVE, SECTION 3, AN ADDITION IN COMAL COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME l, PAGES 67-68, MAP AND/OR PLAT RECORDS, COMAL COUNTY, TEXAS.

Reservations from and Exceptions to Conveyance and Warranty:

Validly existing easements, rights-of-way, and prescriptive rights, whether of record or not; all presently recorded and validly existing instruments, other than conveyances of the surface fee estate, that affect the Property; and taxes for 2018, which Grantee assumes and agrees to pay, and subsequent assessments for that and prior years due to change in land usage, ownership, or both, the payment of which Grantee assumes.

GENERAL WARRANTY DEED PAGE I OF2

Grantor, for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the Property, together with all and singular the rights and appurtenances thereto in any way belonging, to have and to hold it to Grantee and Grantee's heirs, successors, and assigns forever. Grantor binds Grantor and Grantor's heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantee's heirs, successors, and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty.

GRANTEE IS TAKING THE PROPERTY IN AN ARM'S-LENGTH AGREEMENT BETWEEN THE PARTIES. THE CONSIDERATION WAS BARGAINED ON THE BASIS OF AN "AS IS" TRANSACTION AND REFLECTS THE AGREEMENT OF THE PARTIES THAT THERE ARE NO REPRESENTATIONS OR EXPRESS OR IMPLIED WARRANTIES.

When the context requires, singular nouns and pronouns include the plural.

STATE OF TEXAS )

COUNTY OF BEXAR )

GRANTOR:

~~~~t&Un~~~ ' , f'!- RJORIE~OF ER nka MAR MAE BONORDEN by my Attorney-in-Fact, . CLINTON R. HOFFER

q~c~~~,/~o

JAN 22-2oto cou,\r -, ,

· -~:'!Cnv12~11 This instrument was acknowledged before me on _ _!_-A...---=----, 2017, by CLINTON R.

HOFFER, Attorney-in-Fact for MARJORIE MAE HOFFER n RJORIE MAE BONORDEN.

JUUE M. HARDIN NOTAR'f PUBUC STATE Of TEXAS

MV COMM. EXP. 05/24/2021 NOTAAY ID 1085803-9

AFTER RECORDING RETURN TO: DA W INVESTMENTS, LLC 491 Mystic Parkway Spring Branch, Texas 78070 GF:2291008-sa30

GENERAL WARRANTY DEED PAGE 2 OF2

Filed and Recorded Official Public Records Bobbie Koepp, County Clerk Comal County, Texas 12/20/2017 04:28:54 PM CHRISTY 2 Pages(s) 201706054961