1 of 1

http://cceocw/CWProd/Reports/ReportViewer.aspx?PermitiD= 11 05 .. .

Comal County Orna OF COMAL CO!II'<TY ENCJNEI:R

License to Operate On-Site Sewage Treatment and Disposal Facility

Issued This Date:

Location Description:

09/25/2017

1968 SPLIT MOUNTAIN CANYON LAKE, TX 78 133

Permit N umber: 106239

Subdivision: The Vistas at Mountain Springs Ranch Unit: Lot: 124 Block: Acreage:

Type of System: Aerobic Surface Irrigation

Issued to: Corey Kronk

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 Co mal County, Texas, and the Texas Commission on Environmental Quality.

The license grants permission to operate the faci lity. 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 of living 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 on ly that the faci lity 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 fac ility has not been remodeled and is functioning properly.

Licensing Authority

Comal County Environmental

ENVIRONM ENTAL HEALTH COORDINATCC5 S Q 5599

9/25/2017 3:52 PM

-.J.,.k ~

*'=tn~S

11: ~ o rf"\ Comal County OSSF Inspection Sheet

Permit#: \()lo'L"39 Location:\~\Q~ ~ ~~- i..t)';.o.4;~.~~ Installer Name:'?~ ... Q. ~ ... u . .A. License # OS 0 0 2b 2 3 -g

(if more than ond\.Staller is used list them according to inspection)

1st Inspection/:\ ·~· \1.: S\\ 2ndlnspection: _______ _ (inspector initials & date) (inspector initials & date)

Final Inspection :1_~ 1_ Cj - ( l J L (inspector initials & date)

Are additional inspections required: _ _ ___ _ _ - - - --- ·-- - - ··- - - -·----

Re-inspection fee owed: _ _________ _ Re-inspection fee paid: ___ ___ _

Existing soil conditions: Site/soil conditions match soil evaluation:_){_ Notes: _ _ __ _ _ __ _ _

System Description: Aerobic with spray :~ Aerobic with drip emjtters: _ Low Pressure Dosing: _ Absorptive drainfield: - ·­Evapotranspirative Cffi system: __ Gravel-less drainfield piping: _ _ Leaching chambers: __ Soil substitution drainfield: other: - - - - ---- --- - ···--- - - - - ··---- -----

Tank Inspection: Tank set level & watertight: ---t. Inlet/Outlet:_ Tank Size or GPD: ! .. oo Manuf!Bnmd :~ ~ Model#: Pump Tank Size: . Alarms/Audible & Visual:~ Operational: _)L_ Is timer r~uired/provided?: ~ - Chl~rination r~quired/provided? ~-Notes: --Lu~ -lLR :¥-4

Maintenance Tag for Aerobic: ( )(_ ) --------------System installation: Pipe check/house to tank;__k__ Clean-out at structure/every 50 ft ./@90's __ Pipe check/tank to drainfield: __ (l/8"-ft,SDR26 or Sch. 4'0)-Trenches/Excavations: Width/Depth: Trenches/Excavations Level: _ _ Pipe & Gravel : __ Slope within drainfield/spray area: :t:..__ Leaching Chambers: _ _ GeoTex: _ _ Spray irrigation ~ipe: .)(__Spray irrigation area checked: _y__ Notes: Mo aio -=-=tre<L c. e:\ ..,..e..A:.-:

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

Final Inspection: Tank(s) Backfilled: L System Backfilled: 'f.. ET Systems Class II backfill & vegetative cover for transpiration in place: __ Surfac.e application ~properly landscaped/vegetation acceptablex____ ,.. . J _

Notes: ~

Size of Installed Drainfield/Spray Area: !.\- @ 4 -611 ~. ~k ~ ~ 0..-

--Check here to confirm that service agreement has been received, entered and activated in CAS ST.

--------------------------------------------------------

------ ---

-----------------------------------------

-----------------------------------------------------

Comal County OSSF Inspection Sheet

Permit#: \C))D'2..,:~)q Location: l~\.o~ ~ i'M.urtdcUro -~ -V. It!: :ntm.1~~ Installer Name: 1'Ilh 0 ~ License #

(if more t11an m;;~ller is used list them according to inspection)

20dIn .1st Inspection :q ·~· \1: ~t\ spectlOn:________ 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: Notes:

System Description: Aerobic with spray: 'L 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: ...;... Inlet/Outlet: _ Tank Size or GPD: I... 00 Manuf.!Brand :~~ Model#: Pump Tank Size: Alarms/Audible & Visual: -L Operational:,'L-Is timer requiredlprovided?: Chlorination required/provided? ~

No~s: ~

Maintenance Tag for Aerobic: ( X-- )______________ System installation:_ Pipe checklhouse to tank~ Clean-out at structure/every 50 ft.l@90's __ Pipe check/tank to drainfield: __ (l/8"-ft.,SDR 26 or Sch. (0)-TrencheslExcavations: WidthlDepth: TrencheslExcavations Level: __Pipe & Gravel : __ Slope within drainfieldlspray area: __ Leaching Chambers: __ GeoTex: __ Spray irrigation pu Ie pipe: ~ Spray irrigation area checked: ~

Notes:

Separation Distances Prop. Lines:_ Water lines:L Water Wells:_._ Bldgs/Driveway/Improvements:__ Creeks/Rivers/Ponds: __ Drainage Easements/Sharp Slopes: __ Ifover 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:

Size of Installed DrainfieldlSpray Area: L\- @4- .~ 11 84. j k W Q,v---O Uv ~ ~

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

Permit of Authorization to Construct an On-Site Sewage Facility

Permit Valid For One Year From Date Issued

106239

Corey Kronk

1968 SPLIT MOUNTAIN

CANYON LAKE, TX 78133

The Vistas at Mountain Springs Ranch

124

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

Surface Irrigation

Acreage:

07/27/2017

COUNTY OF COMAL COUNTY ENGINEER'S OFFICE

Staff will complete shaded items

OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

APPLICATION CHECKLIST ,

Permit Number

Instructions:

Place a check mark next to all items that apply. For items that do not apply, place "N/A". This JUL 2 O OSSF/Floodplain Development Application Checklist.!!!.!!!! accompany completed application. 2017

OS7 F P rmit COUNTy ENG/

__ Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and / License to Operate

V Site/SoiJ Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

tl 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.

/ Required Permit Fee

/ Surface Application/ Aerobic Treatment System

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

/ Signed Maintenance Contract with Effective Date as Issuance of License to Operate

Floodplain Development Permit

}/,fJ Property in Incorporated City

J11,/f Completed Application

/' / oundary Map Indicating Location of Proposed Improvements

_ ./_ C Copy of Recorded Deed

JliJ4 Required Permit Fee

I affirm that I have provided all information required for my OSSF!Floodplain Development Application and that his application constitutes a completed OSSF!Fioodplain Development Applicatio

r ate

COMPLETE APPLICATION INCOMPLETE APPLICATION

NEER

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

* * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH*** APPUCATION FOR PERMIT FORAUIHORIZATION TO CONSTRUCT AN

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

Date V 7/1 fJ /; 7 I

Permit# f O(od 3 Cf Owner Name ~ ~dK. Agent Name Wade A. Cloud, R.S. 4486

Agent Address PO Box 228 Mailing Address 3o 3 2.. bovt,CAS f,A. ------------------------------City, State, Zip NN 81\Av...lfN. n 1~'130

' City, State, Zip Boerne, TX 78006

Phone# Z.to- 7Z..S-'1 11~ Phone # 830-443-4559 ~~~~~------------------

Email Email wade@lonestaras.com

All correspondence should be sent to: 0 Owner 0 Agent ~ Both Method: 0 Mail ~ Email

Subdivision Name '1,;1! ~srns AT' Mov""rn'r.J <,.~t.tlllt.{ ~ Unit ______ __ Lot (2-"f Block --------Acreage/Legal ----------------------------------------------------------------------Street Name/Address f't (p5( S""t>t.lf' t¥)gvo~n 1 .J City ~o.J Lut.£ TX

I Zip 18'133

Type of Development:

0 Single Family Residential JUL 2 0 2011 Type of Construction (House, Mobile, RV, Etc.) ...!.H..L::o:.:.vL!~€.,__ ____________ __, .........

3 COUNTY'-· Number of Bedrooms ' r::,·~G:NEER

Indicate Sq Ft of Living Area 3'-fOl ...:::_..:..._..!.-__ __

0 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 ------------------------------------------------------------------

Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement?

0 Yes urNo (If yes, owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

Source of Water Q1 Public 0 Private Well

Are Water Saving Devices Being Utilized Within the Residence? 0ves 0 No

1 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 approved and released the development permit for this property.

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

Page 1 of2 Revised February 2014

* * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH*** APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCI' AN

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

1 Ob)3 9 Planning Materials & Site Evaluation as Required Completed By Wade A. Cloud, R.S.

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

System Description Aerobic Treatment, Surface Application

Size of Septic System Required Based on Planning Materials & Soil Evaluation

Tank Size(s) (Gallons) Nu-Water B550 Absorption/Application Area (Sq Ft) 4687.5, Actual4926.02 -----------------------Gallons Per Day (As Per TCEQ Table Ill) 300 -----------------(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? DYes ~ No

(If yes, the planning materials must be completed by a Registered Sanitarian (R.S.) or Professional Engineer(~ ) A• :viy"

Is there an existing TCEQ approved WPAP for the property? DYes ~No ·-1\!GIN£€/Y

(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? D Yes 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? ~Yes 0 No

Is there an existing TCEQ approval CZP for the property? D Yes ~ 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? D Yes ~ No

(If yes, the R.S. or P.E. 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.)

rovided above is true and correct to the best of my knowledge.

Date

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

Page 2 of2 Revised February 2014

AFFIDAVIT TO THE PUBLIC 11111111111111111 11111 1111111111 11111 201706034241 07/20/2017 02 :37 :55 PM 1/2

THE COUNTY OF COMAL STATE OF TEXAS f?£2cl2tvt:o

JUl 2 0 20!7

According to Texas Commission on Environmental Quality Rules for On-Site Se~e:'Uj3Cilities (OSSF's), this document is filed in the Deed Records of Carnal County, Texas. · Y.:?r '""'

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I ·~~~ Tre Texas Health and Safety Code, Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs). Additionally, the Texas Water Code (TWC), § 5.012 and§ 5.013, gives the commission primary responsibil ity for implementing the laws of the State ofT ex as relating to water and adopting rules necessary to carry out its powers and duties under the TWC. The commission, under the authority of :he TWC and the Texas Health and Safety code, requires owner's to provide notice to the public that certain types of OSSFs 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 guarantee by the commission that the appropriate OSSF was installed.

II Ar OSSF requiring a maintenance contract, according to 30 Texas Administrative Code §285.91 (12) w ill be installed on the property described as (insert legal description}: ___ _ "&€ ..1<)11s .tr llowJmd sP~,JG< &,.;of 1 /..or IZ4 lf.ct1/f 1.

The property is owned by (insert owner's full name): .... &o::25.~"""-+~~~~d!Q,"II.Clf<....._ ________ _

This OSSF must be covered by a continuous maintenance contract for the first two years. Afte· the initial two-year service pol icy, the owner of an aerobic treatment system for a sing le 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 ca1 be obtained from the Coma! C:Junty ::ngineer's Office.

W1TNESS BY- AND(S) ON THIS /[ DAY OF JUL-Y

Owner(s't signature(s)

SWORN TO AND SUBSCRIBED BEFORE ME ON THIS / g DAY OF -J'"J L Y , 20_j_J_

I

//---;

Nc-tary's Printed Name: :JITJJ E L' /1 /3{)§!1£ ! /I)CER. My Commission Expires : _ _,Q,__-___,:;....:;,-><..g-__ --"'~=0:....~-1 ...Jgl--- -

.2oj_J__

. , .........

--::r

This page has been added to comply with the statutory

requirement that the clerk shall stamp the recording information

at the bottom of the last page.

This page becomes part of the document identified by the file

clerk number affixed on preceding pages.

Created 7 I 27/15

Filed and Recorded Official Public Records Bobbie Koepp, County Clerk Coma! County Texas 07/20/2017 02:37:55 PM LAURA 2 Page(s) 201706034241

-~~

REGULATORY AUTHORITY u f'ha ( PERMIT/LICENSE NUMBER ~---------------WASTEWATER TREATMENT FACILITY MONITORING AGREEMENT

Lonestar Aerobic Services, LLC Customer-X~~iL.L-~~OUl"'ou::!;:(.~--------PO Box 228 Site Address 1'1W .).....,.,.. J!lav,..,n,..J R~c Boerne, TX 78006 City~r.NoAI ~ALL 1X Zip 1~Jl Gate# 'fl:r,sz..-/::lv~D Off. (830)443-4559 Mailing Address'303-z- i)N44A( 6&. JlfL 2 O Fax (210)579-6073 City tJ&J 8uYN~ 1K Zip_7_.,":...:...'30=-:--- 20!7 Website www.lonestaras.com Day Phone z,,o- ?l..$-'fJtdJ CouA.> E-Mail wadecloud@lonestaras.com Home Phoner,...,s! · 0 1 V::;,, · Installer Emergency Phone z.,o -~'f'f-foJ o ~. '·...:f::!Y

I. General: This Work for Hire Agn:ement (hereinafter referred to as "Agreement'") is entered into by and between (hereinafter referred to as - . -) and LODestar Aerobic Ser\·ices. LLC. By this agreement. LODestar Aerob.,..ic-=Ser\~-=-ices--:. L;-:L:-:C;::-and-:-ci:-ts-em- p-:-lo-)-.CCS·---,(;:-hcr--,ei:-na-:ft:-er-:-inc-:-clns- i:--Yely refened to as "Contractor") agree to reader services at the site adclras staled above, as described herein, and the Customer agrees to fulfill his/her/their ~bilities, as described herein. The designed flow rale for this system is a maximum of (!lllloos per day.

n . Effective Dates: This lgn:ement CXliiiii1CIICCS on and cads on for a klUl cL two (2) years (initial agm:ment) or one (I) ,_- (there after). If this is an initial agreement (oow installation), the CustOIIIC% will nocifY the Contractor within two (2) business days of the sysaan ' s first use to establish the dae of cnnii!C'JIQ':IIII' If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates. tbe date of commencement nill be the dal£,

- · se to Operate- (Notice of Appro\·al) \\as issued by the pennitting authority. This agreement ma~· or may not commence at tlie same tune as~- warrantY'"' period of installed cqur m no case sha 1 el spec ' n . ·.

Ill . RcnC\\al: This Agreement shall automatically rcnen each year at the same terms. conditions. and costs. unless either part~· gi\·es notice of tennination a minimum of thirty (30) days prior to end of fu-st agreement period. See Section IV.

IV. Termination of Agreement: This Agreement may be temtinated by either pany with thirt~· (30) days written notice for any reason. including for example. substantial failure to perfonn in accordance with its tenns. without fault or liabili~· of the terminating p~-. lfthis Agreement is so terminated. Contractor "ill be paid at the rate of$75 per hour for an~· work perfonncd and for which compensation bas not been recei,·ed. After the deduction of all outstanding charges. any remaining monies from prepayment for SCI"\ ices ni ll be refunded to customer nithin thirty (30) ~-s. Either party terminating this agreement for any reason. including non-reDC\\111. shall notify in writing the equipment manufacturer and the appropriate regulatory ag~· a minimum of thirty (30) ~-s prior to the date of such termination. N~1DC11t of~· kind shall be considered breach of contract and a termination of contract.

V. Ser\iccs: Contractor will: A. Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment ~·stem manufacturer. and required

by state and/or local regulations. for a total of three \isits to site per year. B. Pro,·ide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel. .. .... ......

D. Pro\ ide sample collection and laboratOIJ testing ofTSS and BOD on a yearly basis (commercial systems ooly). E. Forward copies oftbis Agreement and all reports to the regulat~· agency and the cnstomer. 1. .., ·:;• •

)! -~ -Vll. Electronic Monitoring is not included in this Agreement. VIII. Perfonnancc of Agreement: C01111l1C11Cement of pcrlOnnancc by Contractor under this agreement is contingent on the follo\\ing conditions:

A. If this is an initial agreement (new installation): l . Contractor· s receipt of a full~· executed original copy or facsimile of this agreement and all docWDCDtation requested by Contractor. 2. Contractor· s receipt of payment of the wastewater monitoring fee in accordance with the tenns as described in Section XIV of this Agreement.

B. If this is not an initial agreement (existing system): I . Cootractor's receipt of a fully e.xecuted original copy of this agreement and all documcntatioo requested by Contractor. 2 . Contractor· s receipt of payment of the wastewater monitoring fee in accordance with the tenns as described in Sectioo XIV of this Agreement.

C. If the above conditions are not met. Cootractor is not obligated to perform any portion of this agreement. · The Cnstomer is responsible for each and all of the follo\\ing:

A. Pro,·ide all necessary yard or lawn maintenance and the remo\-al of all obslacles. including but not limited to dogs and other animals. ,-chicles. trees. brush. trash. or debris. as needed to allow the OSSF to function properly. and to allow Cootractor safe and ~- access to all pans of the OSSF.

B. Protect equipment from physical damage including but not limited to that damage cansed by insects. C. Maintain a current license to operate. and abide by the conditions and limitations of that license. and all requirements for an on-site sewage lilcility (OSSF) from the State

and/or local regulatory agency. whiche\·er are more stringent. as well as proprietary system· s manufucturer recommendations. D. Noli~· Contractor immediately of any and all alarms. and/or any and all problems with. including failure o[ the OSSF. E. Pro\ ide. upon request by Contractor. water usage records for C\·aluation b~· Contractor as to the performance of the OSSF. F. Allow for samples at both the inlet and ontlet of the OSSF to be obtained by Contractor for the purpose of C\·aluating the OSSF's performance. If these samples are taken

to a laboratory for testing. \\ith the exception of the senice pro,·ided under Section V. sub-section D. abo,·e. Customer agrees to~- Cootractor for sample collection and transportation. portal to portal. at a rate of $35 per hour. plus the associated fees for laboratory testing.

G. Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF. H. Pm·ent the condensate from air conditioning or refrigeration units. or the drains of icemakers. from h~·drauJically overloading the aaobic treatment units. Drai.n lines may

discharge into the surface application pump tank if approved by system designer. I. Provide for pumping and cleaning of tanks and treatment units. when and as recommended by Contractor. at Customer· s e.~.

J. Maintain site drainage to pm·ent ach·erse effects on the OSSF. K. Pay promptly and fully. all Contractor's fees. bills. or inmiccs as desaibed herein.

X. Access by Contractor: Contractor is hereby granted an easement io the OSSF for the purpose of perfonning sen·ices described herein. Contractor rna~· enter the property during Contractor's normal business hours and/or other reasonable hours \\ithout prior notice to Customer to perform the Sen ices and/or repairs desaibed herein. Contractor shall haYe <KXX:ss to the OSSF electrical and ph~·sical components. Tanks and treatment units shall be accessible by means of man ways. or risers and remo\-able covers. for the purpose of C\·aluation as required by State and/or local rules and the proprietary system manufacturer. If not an initial agreement (new installation) and this access is not in place or provided for by the customer. the costs for thC' timor of exca\lltion. and possibly Olher labor and materials costs., will be required. These costs shall be billed to Cnstomer as an additional sen·ice at a rate of$35 per hour. plus materials at list price. Exca\·ared soil shall be replaced as best as Contractor can at the time sucb sen ice is perfonned and under no circumstances is Contractor responsible for damages to sod. grass, roots, landscaping, or any unmarked underground items (telephone, tele\ision, or electric cables, water, air, or gas lines, etc.), or for the uneven settling of the soil Pagel of2

XI. Limit of Liability: Contractor shall not be held liable for any incidental, consequential, or special damages, or for economic loss due to expense, or for loss of profits or income, or loss of use to Customer, whether in contract tort or any other theory. In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement.

XII. Severability: If any provision of this "Proposal and Contract" shall be held to be invalid or unenforceable for any reason, the remaining provisions shall continue to be valid and enforceable. If a court finds that any provision of this "Agreement" is invalid or unenforceable, but that by limiting such provision it would become valid and enforceable, then such provision shall be deemed to be written. constmed. and enforced as so limited.

XIII. Fee for Sen·iccs: The fee XIV. Payment: Full amount due upon signature (Required of new Customer). Payment of invoice(s) for any other service or repair provided by contractor is due upon receipt of

ilwoice. "' P"' l"'1011tJ'I~TT"U.i('Cb~t"Qf"8~ ''-:?-li<:~sany .:vtscru~U[e~H.n~ slf.!es 8HCIP ... 0Heet·)Il~ndCtt CO::.t;.,HC r[t•l .··o r·or C0l~tl0'\11} mpa~l eu\s. ( lr:-~r I~ :"1 Cf'l:rh.~C1 qJ q• - e fnr ··H "' ~a~ ,,. f{)y ~er _.;: r ch~ 1ei. T -(J '0 ..... """n (Or ... _ rr ·e.r .. '11 ~ ss.o< ;~1 ":1 d' r ·o.tu "I~ rl; ~" fep

XV. Application or Transfer of payment: The fees paid for this agreement may transfer to the subsequent property owner(s); however this agreement is not transferable. Customer will advise subsequent property owner(s) of the state requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services, and accepting Customer's Responsibilities. This replacement Agreement must be signed and received in Contractor's offices within ten (10) business days of date of transfer of property ownership. Contractor will apply all funds received from Customer first to any past due obligations arising from this Agreement including late fees or penalties, returned check fees, and/or charges for services or repairs not paid within thirty (30) days of invoice date. Any remaining monies shall be applied to the funding of the replacement A nt. The consumption of funds in this manner may cause a reduction in the termination date of =~~ge per this agreement. See Section IV.

XVL Eotire A " . """"'_.."""'"",,.,...,.of a..-.... """~ oo"""'"""""" «~.., '""'-""' « wri""'

f~4~~~:!~~os2459o. ~ . - J!rr/t7

Page2of2

July 19, 2017

Wade A. Cloud, R.S. PO Box228

Boerne, TX 78006 830.443.4559

Comal County Office of Environmental Health 195 David Jonas Drive New Braunfels, TX 78132-3760

RE: Septic Design 1968 Split Mountain The Vistas at Mountain Springs, Unit 1, Lot 124 Corey Kronk

Ms. Ritzen/Hernandez,

R€ccllft=o

JUL 2 0 20!7

couNr''-. C "I~'GifVEt=R

Due to lack of available application area, it is necessary to have the setback from the property

line to the spray at ten feet as required by TCEQ Chapter 285 rules, Table X. I hereby Request a variance

to the twenty foot setback to property lines as required by Comal County Order. An equivalent

protection will be maintained by an existing battery backup to the timer clock or photo cell activated

timer to ensure sprinklers to activate only during the appointed hours between 12:00 am to 5:00am. In

my professional opinion, this variance will not pose a threat to the public health or environment.

Please contact me with any questions.

In Christ,

Rcc2;;;t1u

JUL 2 0 2 On-Site Sewage Facility Soil and Site Evaluati~u 017

Nryfoi.JG Date Performed: · 07/05/17 New Installation.@ ReplacementO AlterationV'Nt:ER

Owner's Information:

Name: Corey Kronk

Address: 3032 Douglas Fir

City: New Braunfels

Phone: 210.725.4719

TX 78130

Fax: -------

Licensed Site Evaluator:

Name: Wade A. Cloud

Company: Blackwater Designs

Address: PO Box 228

City: Boerne TX 78006

Phone: 210.900.2971 Fax: 210.579.6073

~------------------------------~,.,_P,_,ro""p""e""rty,_._,D:o!e.,sc,.n ..... ·p""t""io,.,n"-':, ___________ TCEQ License#: _o_s_o_o_29_3_3_8 _______ _

subdivision : Vistas at Mountain Springs Ranch (The)

Plat date :. _____ Lot: 124 Block:___ Installer Information:

Site Address: 1968 Split Mountain

City: Canyon Lake TX 78133

County:._C_o_m_a_l ____ Unicorp. Area: ®_yQN

Property Size: Acres: _1_.4_6 __ _

Survey: Absstract: _____ _

Name: Layne Pittman

Company: L Bar P Construction

Address: 105 N J Dr

City: Boerne

Phone: 210-386-3819 Fax:

TX 78006

------Additional Info: ------------ TCEQ License#: ..:0..:5..:0..:.02~6:.:2:.:2..:.8 ______ _

Topography

Slop~e~------V~e~e~t~a~ti~o~n ____ S~i~te~D~ra~i~n~ag~e~--------~VV~a~t~e~r ------~

Flat-under 2% Slight-under 4% Severe-over 5%

Grass/Brush Lightly Wooded Heavily Wooded

Poor Adequate Good

Seasonal Water Table Water Table, Depth: __ _ lakes, Ponds, Streams 100 Year Flood Zone RechargeFeatureWithin 150ft

Comments/Observations: ______ ~-------------------

Water Supply @..Public, name of public water supplier: ____________________ _

_D_Private

For on-site water well :

Is water well less than 100 feet from proposed disposal area?

Are neighboring wells less than 100ft from proposed disposal area?

If yes to either above, need documentation, i.e. well log or

driller affidavit, that well(s) is/are pressure cemented or

grouted to 100ft or top of water table. (Cannot be closer than 50ft)

..D_water Softener ..D_Reverse Osmosis System ..D_other:. _____ _

Soil Evaluation At least two soil evaluations 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 drawing.

For subsurface disposal, soil evaluations must be performed to a depth of at least two feet below the proposed trench depth. For surface disposal, the surface horizon must be evaluated.

Please describe each soil horizon and identify any restrictive features in the space provided below. Draw lines at the appropriate depth.

~ (Will be 18" to 36" unless designed by P.E. or R.S.) See document on back or next page.

07/05/17

Wade A. Cloud, SE OS0029338 Date

Soil Boring or Dug Pit# 1 Test holes were not attempted

Depth(ft) Textural Soil Texture Gravel Analysis Drainage (Mottles/Water Restrictive Class & Color for Class II and Ill Table) indicate color of Horizon

mottling 0------ N/A N/A N/A N/A Fracture

- Rock

1------

-

2------RECEtvt:o

-3----- J'JL 2 0 20!7

- cou" /)·· -., 4------

t:. ,~GilVEER

-5------

Soil Boring or Dug Pit# 2 Test holes were not attempted

Depth(ft) Textural Soil Texture Gravel Analysis Drainage (Mottles/Water Restrictive Class & Color for Class II and Ill Table) indicate color of Horizon

mottling 0------ N/A N/A N/A N/A Fractured

- Rock

1-----

-

2------

-3-----

-4-----

-5------

I certify that the findmgs of this report, based on field observations, are a~e)!!. the best of my knowledge.

T~~Sewage;~~~~~~ QYJ!LN

Wade A. Cloud, SE OS0029338 Date

Compass North Site Sketch (See Attached) Scale:

~- l I

--~ I

--+-- +

fi~cs, tv~0

On-Site Sewage Facility Design Crite(a JUL 2 o ?o17 Utv7");

Pro~e!:!Y Information: Site Address: 1968 Split Mountain City: Canyon Lake TX 78133

Water Saving Devices: B._Yes .D_No

Q Gallons/Day: 300

Greywater Included: ..0_Yes .Q..No

Rate of Adsor~tion (R.): Application Rate (ga~l/ft2/day) : .064

Minimum Adsorptive Area (ft2): 4687.5

Aerobic Treatment Unit: Required Minimum GPD: 480, Actual 600

Pretreatment Tank Capacity (gal): 353

Class 1 ATU : Nuwater B-550

Pump Tank Capacity (gal): 768

Disinfectant Type: Liquid Chlorine

Pump Operation: Timer

Quantity (gal) Dosing Cycle : Varied

Cycle Time: 12:00 am-5:00am

Pump Size & Type: 112hp Franklin C1 -5eries

Comments: Installing a 600 GPO NuWater B-550 with 4 sprinklers set at 180" with a 28' radius.

House Information: Number of Bedrooms: 4

Square Footage(Approx.): 3407ft'

Water Supply: Public

Su~~lll Line From House: Length (Approx. ft) : 11'

Size (in.): 3"or4"

Type: Sch40

Su~~lll Line from Tank to A~~lication Area: Length (Approx. ft): 123'

Size (in .): 1"

Type: Sch 40

Surface A~~llcation Area(nR2):

rr(_28 __ )2 x _.s __ : 1,231 .50 ft2

rr(_28 __ )2 x _.5 __ : 1,231 .50 ft2

rr(_28 __ )2 x _~5_. _: 1,231 .50 ft2

rr(_28 __ )2 x _.5 __ : 1,231 .50 ft2 rr( ___ )2 x ___ : 0.00 ft2 rr( ___ )2 x ___ : 0~00 ft2 rr( ___ )2 x ___ : 0.00 ft2

Total Adsorptive Area(ft2): 4,926.02 ft2

Dri~ A~~lication Area: Minimum Linear Drip Tubing(ft2): _N_IA ___ _

Number of Drip Emitters(Aft2/4ft2): _N_IA ___ _ Vegetation Plan: The surface application shall be applied Number of Emitters per Field: .;_N::.:./A.:__ __ _

to existing vegetation, any bare area shall be seeded with a Pump Requirements(GPM) mixture of winter rye and bermuda seed before system startup. ( N/A )@ 0.61 GPH@ 25 PSI: _N_IA ___ _

All design criteria is in accordance with TCEQ Title 30, TAC Chapter 285, Subchapter D, On-Site Sewage

Facilities (effective December 27, 2008) Above design is based on best available information and should

function properly under normal operating conditions All changes or modifications made to design must

be approved by de A Cloud. Application area shall have enough soil to facilitate vegetation growth.

>~~ Wade A. Cloud, RS 4486

Blackwater Designs 210.900.2971

PO Box 228 Boerne, TX 78006

) (Bk/Pg:

(Drawn by:

Blackwater Designs

(Notes:

Notes:Corey Kronk Vistas at Mountain Springs Ranch (The), Lot 124, 1.46 Acres

Revision, changed ATU Signature

Project Name: )

1968 Split Mountain

(Date:

09.27.2017 (Scale:

1"=40'

1250'

1252' k

256'

""-R281 113

t —R28'

7 a'

\\ Exit Sewer

8 '

VOW

24ay-C/0 ti Maxx Air

M-600 600GPD

Proposed Water Line

4 Bdrm 3407 ft2

Water Meter

Split Mountain

C.)

CD U)

cD U) O

'"0 ..,

Courv..,.,, "'·.

~~ 0)@

, :r~(. ·1 -

(X) Ill

-· .:::~IT

G>-Ill 3 ~CD

::I -.. 4

- ~ . li.

I I I I I

z I

c: I I

~

~)>

I men

I

t» I

(X)@

G)=: Ill 0 ~::I -CD §o ...,

co a.c -- I '::1"(11

01 ~0: 01 weD

: . 4 .

0 0') 0 0

~() m-(X) Ill

G)3; G) Ill CD _.., -o

~ 0

~ c

!1: /1/ ~

Q ~ ~

iJj <5;

j 13 L N~Water 600 GPO ATU Pump Compartment

53.00"

768 Gal Total

Alarm Float

Pump Float

360 Gal Reserve

360 Gal Working

t 24.05"

25.39"

3.50"

67.00"

~ ~ Cl Series Family Curve

l60

l40 70 100 IOGPM

llO

90 60 lOO

80 ISO

10 70 160

2 60 140

j 40

10 llO

lO 100 40

8()

lO lO

~ "" I\. lOXGPM

" 1-

!OGP• ~ 1"-o.. ----.. ~ ............. ~

r- lOGPM ~ ~~ _\. ............. ~

\ ---~ 60

lO 40 ' ~

10 10 lO \

\ 10 II

ll 10

FEATURES • Supplied with a removable 5" base for secure and reliable mounting

• Bottom suction design

lO

II

ll

100 Flow(gpm)

""

• Robust thermoplastic discharge head design resists breakage during installation and operation

• Single shell housing design provides a compact unit while ensuring cool and quiet operation

• Hydraulic components molded from high quality engineered thermoplastics

• Optimized hydraulic design allows for increased performance and decreased power usage

• All metal components are made of high grade stainless steel for corrosion resistance

• Available with a high quality 115 V or 230 V, Yz hp motor

• Fluid flows of 10, 20, and 30 gpm, with a max shut-off pressure of over 100 psi

• Heavy duty 600 V 10 foot SJOOW jacketed lead

ORDERING INFORMATION (I \1 riP\ Ptl'lliJ'

GPM HP Voll1 Sta~c ~loclcl No Orucr No

10 115 7 10Cl-QSP4-2WI15 90301005 230 7 10Cl-Q5P4-2W230 90301010

20 115 5 20Cl-oSP4-2W115 90302005 230 5 20Cl-Q5P4-2W230 90301010

1/2 115 6 20XC1-05P4-2W115 90302015 lOX

230 6 20XC1-QSP4-2W230 90302020

30 115 4 30Cl-OSP4-2W115 90303005 230 4 30Cl-oSP4-2W230 90303010

Note: All units have 10 foot long SJOOW leads.

II IVl. ,Z 0 llntz

Cf1, V / ~ry ~Nr

~lA

•c:t::.q

..... ~~~~... ............ ........... ~ ........

.............

• Gray water pumping

• Filtered effluent service water pumping

• Water reclamation projects such as pumping from rain catchment basins

• Aeration and other foundation or pond applications

• Agriculture and livestock water pumping

lcn~tl,,tlil .'ll'lgl'[ Iiili

26 17 26 17 2S 16 2S 16 26 17 26 17 25 16 2S 16

• Franklin Electric

lrankiiiWileuo• M1698 07-14

PRO PLUS ... GEAR DRIVEN SPRINKLER SETTING INSTRUCTIONS

SPRINKLER INSTALLATION 1 .... INSTALL AND BURY

Do not use pipe dope.Thread the sprinkler on the pipe. Bury the sprinkler flush to grade. NOTE: Gear driven sprinklers and pop-up sprays should not be installed on the same watering zone.

2 .... INSPECTING THE FILTER

Unscrew the top and lift the complete sprinkler assembly out of the housing can. The filter is located on the bottom of the sprinkler assembly and can easily be pulled out, cleaned and re-installed.

3 .... WINTERIZATION TIPS

When using an air compressor to remove water from the system please note the following:

1) Do not exceed 30 PSI.

2) Always introduce air into the system gradually to avoid air pressure surges. Sudden release of compressed air into the sprinkler can cause damage.

3) Each zone should run no longer than 1 minute on air. Sprinklers turn 10 to 12 times faster on air than on water. Over spinning rotors on air can cause damage to the internal components.

SPRINKLER ASSEMBLY

HOUSING CAN ----

STANDARD NOZZLE PERFORMANCE LOW ANGLE NOZZLE PERFORMANCE u.s. METfliC

Nozzle PrBnure Radius Flow Pressure Radius Flow PSI Ft. GPM KPa Bars Meters 1./M M'IH

12.5 30 38' 2.5 206 2.04 11.6 9.48 .57 Facto~ 40 39' 2.8 275 2.72 11.9 10.60 .64 Instal 50 40' 3.2 345 3.40 12.2 12.11 .73 Nozzle 60 41 ' 3.6 413 4.08 12.5 13.25 .79 #0.5 30 28' 0.5 206 2.0 8.5 1.89 .11

40 29' 0.6 275 3.0 8.8 2.27 .14 50 29' 0.7 345 3.5 8.8 2.65 .16 60 30' 0.8 413 4.0 9.1 3.03 .18

#0.75 30 29' 0.7 206 2.0 8.8 2.65 .16 40 30' 0.8 275 3.0 9.1 3.03 .18 50 31' 0.9 345 3.5 9.4 3.41 .20 60 32' 1.0 413 4.0 9.8 3.79 .23

#1 30 32' 1.3 206 2.0 9.8 4.92 .14 40 33' 1.5 275 3.0 10.1 5.68 .18 50 34' 1.6 345 3.5 10.4 6.05 .20 60 35' 1.8 413 4.0 10.7 6.81 .23

#2 30 37' 2.4 206 2.0 11.3 9.08 .54 40 40' 2.5 275 3.0 12.2 9.48 .56 50 42' 3.0 345 3.5 12.8 11.35 .68 60 43 ' 3.3 413 4.0 13.1 12.49 .75

#3 30 38' 3.6 206 2.0 11.6 13.63 .75 40 39' 4.2 275 3.0 11.9 15.89 .95 50 41' 4.6 345 3.5 12.5 17.41 1.04 60 42' 5.0 413 4.0 12.8 18.92 1.13

#4 30 43' 4.4 206 2.0 13.1 16.65 .99 40 44' 5.1 275 3.0 13.4 19.30 1.15 50 48' 5.6 345 3.5 14.0 21.19 1.27 60 49' 5.9 413 4.0 14.9 22.33 1.33 40 45' 5.9 206 3.0 13.7 22.33 1.33 50 48' 6.0 275 3.5 14.0 22.71 1.36 60 48' 6.3 345 4.0 14.6 23.85 1.43 70 49' 6.7 413 5.0 14.9 25.35 1.52

#8 40 42' 8.0 206 3.0 12.8 30.28 1.81 50 45' 8.5 275 3.5 13.7 32.12 1.92 60 49' 9.5 345 4.0 14.8 35.95 2.15 70 50' 10.0 413 5.0 15.3 37.85 2.27

u.s. METfliC Nozzle Preuure Radius Flow Pressure Radius Flow

PSI Ft. GPM KPa Bars Meters 1./M M'IH #1 30 22' 1.2 207 2.04 6.71 4.54 .34

40 24' 1.7 275 2.72 7.32 5.43 .39 50 26' 1.8 344 3.40 7.92 6.80 .41 60 28' 2.0 413 4.08 8.53 7.56 .46

#3 30 29' 3.0 207 2.04 8.84 11.34 .68 40 32' 3.1 275 2.72 9.75 11.72 .71 50 35' 3.5 344 3.40 10.67 13.23 .80 60 37' 3.8 413 4.08 11.58 14.36 .87

#4 30 31' 3.4 207 2.04 9.45 12.85 .78 40 34' 3.9 275 2.72 10.36 14.74 .89 50 37' 4.4 344 3.40 11.28 16.63 1.00 60 38' 4.7 413 4.08 11.58 17.77 1.07

40 38' 6.5 275 2.72 11.58 24.57 1.68 50 40' 7.3 344 3.40 12.19 27.59 1.76 60 42' 8.0 413 4.08 12.80 30.24 1.82 70 44' 8.6 482 4.76 13.41 32.51 1.96

Data reprosents test results in zero wind for ProPfus. Adjust for focal conditions. Radius may be roduced with nozzle rotention scrow.

K RAIN.

K-RAIN MANUFACTURING CORP. 1640 Australian Avenue Riviera Beach, Fl. 33404 USA PH: 1-561-844-1002/1-800-735-7246 FAX: 1-561-842-9493 WEB: http://WWW.krain.com P.t~ IIOOSID!IIIlnllblll

ltl K-RAIN Maoofacturing Corp. L-58921

JOINS PANEL 0240 2180000 FT

(') 0 c 2 -; -<

c._ c:: r-

+

• MAP SCALE 1" = 1 000' 500 0 1000 2~ET

FIRM FLOOD INSURANCE RATE MAP

COMAL COUNTY,

TEXAS AND INCORPORATED AREAS

PANEL 230 OF 505 (SEE MAP INDEX FOR FIRM PANEL LAYOUT)

CONTAINS:

COMMUNITY

OOMAL OOUNTY

~ fAtiEl. SUEElX

- 02SO

Notioo 10 u-: Tho Mop '*'- llholm below should be -"""" placi'G- Oldora; tho COoMimlly - -- lllol.ld be uoec1 on lnouronco lllPbllono lor tho IIAijocl community.

MAP NUMBER 48091C0230F

EFFECTIVE DATE SEPTEMBER 2, 2009

Federal Emergency Management Agency

This Is an olliclal copy of a portion of the abow referenced ftood map. It wae extracted using F-MIT On-Une. Thla map doe8 not reftect changea or amendments which may haw been made subsequent to the date on the title block. For the lateet product Information about National Aood Insurance

ftood macs check the FEMA Flood Map Store at

Property Identification #: 119344

GeoiD: 350615012400

Situs

Address:

1968 SPLIT MOUNTAIN CANYON

LAKE, TX 78133

Property

Type: Real

State Code: C 1

119347 119346

Comal CAD Map Search

119345

138788

Property Information: 2017

Legal

Description:

Abstract:

Neighborhood:

Appraised

Value:

Jurisdictions:

VISTAS AT MOUNTAIN

SPRINGS RANCH (THE), LOT

124

350615-V1

VISTAS@ MTN SPRGS

RNCH (GATED)

$48030

046, LTR, FLC, CIS, ES1 ,

CAD, ll.Z., ES4

119342

Owner Identification#: 972758

Name: KRONK ~EY

Exemptions: c~'Vi2o DBA: Nu'VU[

2 0 20!7

138948

138947

+

Comal County ~exas Parks & Wildlife, Esri, HE. ..

This product Is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground

survey and represents only the approximate relative location of property boundaries. The Cornal County Appraisal District expressly disdaims any and all liability in connection herewith.

/ (/

\ I

\ \

I

_,.\ C?.\

Water Meter

lit Mountain

07.05.2017

1"=40'

/ /

,I] ;/I

-- I / I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I

Nuwater B-550 600GPD

Split Mountain !Note&:

Notes:Corey Kronk Vistas at Mountain Springs Ranch (The), Lot 124, 1.46 Acres

GE ERAL WARRANTY DEED

OTICE OF CONFIDENTIALI'IY RIGHTS. IF YOU ARE A NATURAL , YOU MAY REMOVE OR S1YRIKE ANY OR ALL OF THE

NG INI~ORMATION FROM THIS INSTRUMENT BEFORE 11 IS ................ ..., FOR RECORD IN TH.E PUBI.IC RECOltDS: YOUR SOCIAL SECURITY

BER OR YOUR DRJVElt'S LlCH SE NUMBER.

HE SlATE OF TEXA

( OU. ~~ Y Of COt tAL

§ § §

KNO\V ALL l\fE BY 1 JJE E PRE E. TS:

1 HAT TilE UNDERSIGNED. EO\ A ltD O'BEIR 'E A. 'D .JA riCE 0 BEIRNE, HUSHA D A~ rn \ J}"'l~, hereinafter referred to as ''Grantor." whether one or more, for and in consideration of the sum of Th"N DOIJ.,AR {$1 0.00) cash, and oth ·t t::ood and aluable consideration in hand paid by the Grantee. h rein named, the receipt and sufficiency t)f vhich i. hcrcb) flrH~ acknov~lcdgcd and conie sed, ha.'> GRAJ\TED •. OLD and C01 'VEYED. and b_ the~e pre ·ent .. doe1) h~rehy GRA ~T, SELL and CONVEY unto COHEY KRO, rK, h rein referred to as "G ·an tee." whether one or more. the real property described as follow. :

LOT 01 :. Hit tl)f·U:n 'l \1 ~ ·Ty 0 R (124) 1 fiE VISTA"' AT i\10UNTAIN SPRl. ·Gs R NCH~ l NI.T ONE. A S BHI J. fO I COl\1AL CO NTY, TEXAS, AC 'ORDINC TO THE :\'tAP OR PLAT THEREOF RECORUED I t VOLl:ME 14 PA(;ES 349-352, OF THE MAP ANn I1 LAT RECORJ) OF COt\1-AL CO NTY, TEXAS.

1his conveyance. however, is made and a cepted subject to any and all validly exjsting encumbrances, conditions and restrictions. relating to the hcreinabo e described prop~rt~· as nO\\

reflected h} the rcco .. d~ of lhe County Clerk of CO lAL ounty Texas.

TO HAVE AND ro HOLD the above desetibed premises~ together with aU the rights and appurtenances la\: rfuliy accompanying it. by tht Grante . Grantee's heirs, executors. ~dministrators, successors and/or assigns forever; and Urantor does hereby bind Grantor, <.rantor's heirs, executors, administrators successors and/or assigns 10 WARRAt T AND FORJ".VER DhFHND all the said premises unto lhe said Grantee. Grantee's heir .. executor.:, administrators, succe.,~rs and/or assigns. against every person \ homsoever cl,iiming or to claim the same or a.J1y part thereof.

taxes on said propert. having been prorated, the payment thereof is

Block Creek Concrete Products, LLC 444 A Old Hwy No 9 Comfort, TX 78013

Phone: (830) 995-3189

Fax: (830) 995-4051

To: Corey Kronk 1968 Split Mountain Site 1966 Split Mountain

Canyon Lake, TX 78133 Canyon lake, TX 78133

Customer 10, 5536 Perm!! #: 106239

Contract Dates: 9/25/2017 9/25/2019Agency: Comal County

Scheduled Date 1/2512016 Inspection 1 of 6 County: Comal Sub: The Vistas At Mountain Springs Mfg 1Brand: Advantage Wastewater LLC - MaJO( Air Inslalled: 8/29/2017

Treatment Type: Aerobic With Chlorine Warranty End 6/29/2019 Disposal: Surface Application GPS Coordinates - Latitude: 2982234 -98.33601

This counts as a type of "Scheduled Inspection" Service Type: Scheduled Inspection Entered By: ~cL-!=~

Visit Date: 1/9/2018 Time In: Ql1~ PM Oul: O~30 PM

Method: Technician: Not Assigned

Maint Provider: Burt Seidensticker

Chlorine Supply: ~_-::'-'=.:..:.= CFM: Chlorine Residual:

Electric Circuits: -'=:'-"'-,=~

Distribution System: Qr~~;!l9! Color:

Sprayfield Veg: """''''~,,'-''''''"'-''''' Odor:

PSI Pressure: 3,2Alarm: QIl~gIJiQDS!l

Comments Service Completed

- Technician Secured the Tank Lid and/or Riser prior to location. - Cleaned compressor filter - Secured system in the on pOSition with a lock bolt

Disinfection Device: """""""''''-'''-'-'=

For Tank 1- § For Tank 2: 0" For Tank 3: Q:

Tank Lid I Riser: ;'-""='-"""' ­

Owner Signature: Insp 10 #58000

Pnnled: 1/9/2018

Provider: Burt Seidensticker License: MP0000002