36
Comal County OFFICE OF COMAL COUNTY ENGINEER License to Operate On-Site Sewage Treatment and Disposal Facility Issued This Date: Location Description: Type of System: Issued to: 04/27/2018 536 COPPER CREST NEW BRAUNFELS , TX 78132 Subdivision: Unit: Lot: Block: Acreage: Aerobic Surface Irrigation Copper Ridge 5 9 J Michael D. & Damary Henry Penn it Number: 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 ofComal County, Texas, and the Texas Commission on Environmental Quality. 106500 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: - In crease 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 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. Licensing Authority Comal County Environmental

-m ;a;u ll/ZIJ!J, wztth - cceo.org · Permit of Authorization to Construct an On-Site Sewage Facility Permit Valid For One Year From Date Issued 106500 Michael D. & Damary Henry 536

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  • Comal County OFFICE OF COMAL COUNTY ENGINEER

    License to Operate On-Site Sewage Treatment and Disposal Facility

    Issued This Date:

    Location Description:

    Type of System:

    Issued to:

    04/27/2018

    536 COPPER CREST NEW BRAUNFELS, TX 78132

    Subdivision: Unit: Lot: Block: Acreage:

    Aerobic Surface Irrigation

    Copper Ridge 5 9 J

    Michael D. & Damary Henry

    Penn it Number:

    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 ofComal County, Texas, and the Texas

    Commission on Environmental Quality.

    106500

    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 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 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.

    Licensing Authority

    Comal County Environmental

    '

  • ,. Comal County OSSF Inspection Sheet

    Pllmit#:.__._l........;:o,'--s-_oo_ .Location: a,_ &J,. 53~ ~, M Installer rJ.. License # OSOOO

    (if more than one iilstaUer is uacd list them according to inspection)

    lstlnspection: Jc, ll-2 1- 17 2wtmspection:J G {1 .. 3 0- 17 Finallnspection:htZ: 1J/::l7/;8' (i:ospc:ctor initials.& date) (inspector initials.& date) (inspector initials &. date)

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

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

    Elistipg oil couditions: _.1&:_ . Sn.lsoilcondi~~,. Not::::r:: ~~e:.x-,6'~ Sy temDescnption: ~ ~ ?1 ,k.~ Aerobic with spray: .1(_ Aerobic with drip emitters: _ Low Pressw'e Dosmg: _ Absorptive drainfield~_ llicf Evapotranspirative {E1) system: __ Gravel-less draiilfield piping: __ Leaching chambers: __

    Soil~mttruon~eM: ~--------------------------

    Tuklnspection: ~ Tank set level & watertight: X. Inlet/Outlet: L Tank Size or GPD: (, (/() Manuf./Brand: Model#: . Pump Tank Size: Alanns/Audible &. Visual: Operational: Is timer requift:d/provided?: -P(;._ Chlorination rcquiredlprovided?..J(___

    otes: ;;z,~ ilAt6'l i2ACe .k ~ tt1 ~ iU1i4 :a:; -?gAJilh'Z''O>=-

    MaiDtffiance Tag for Aerobic: ( ~ ) ------------System installation: Pipe checktbO~ ~ tank:L_ Clean-:out at structure/every SO ft ./@90's __ Pipe check/tank to drainfield: __ (1/8"-ft.,SDR 26 or Sch. 40) Trenches/Excav~OJJS: Width/Depth: Trenches/Excavations Level: __ Pipe & Gravel: __ Slope within drainfi.eld/spray area: -~ Leitching Chambers: __ GeoTex: __ Spray U:riP.tioA puip1e pipe~)!_ Sprilyirrigation area checked: Notes: -

    eparatiog Distances l>r

  • ,. ;. .. Comal County OSSF Inspection Sheet

    Permit# {Ol,foo Location:~ R,jf 5'3~ ~- U Installer Name: J 13 ~~ License # 05000 511'-1.

    (if more than one lD.Staller is used list them according to inspection)

    1st Inspection: Jc, ll-2 I- t7 (inspector initials & date)

    2ndlnspection: J G {I J 3 () - 17 (inspector initials & date)

    Final Inspection: _______ _ (inspector initials & date)

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

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

    Existing soil conditions: ~

    Sitelsoilcondi~s~n:~Notes~ 41J4~:::z11~ SISfemD

  • ,. :. Comal County OSSF Inspection Sheet

    Permit# /0~)00 Location ~ R.4-e 5'3~ ~- {1d Installer Name: .) j) ~5 License # 05 000 3'11 L{

    (if more than one mstaller 1s used hst them accordmg to mspectwn)

    1st Inspection: Jc .. {[-2 l- I Z (inspector initials & date)

    2ndlnspection: --------- Final Inspection: _______ _

    (inspector initials & date) (inspector initials & date) Are additional inspections required: ---------------------------

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

    Existing soil conditions: ~ _ ~A

    ~~~c~~~~~ System Description: _' _ ({ '_ q ~ J~ .. -~ Aerobic with spray: ')( Aerobic with drip emitters: _ Low Pressure Dosmg: _ Absorptive drainfield: __ ~ Evapotranspirative (En system: __ Gravel-less draii:Jfield piping: __ Leaching chambers: __ . Soil substitution drainfield: other: __________________________ _

    Final Inspection: Tank(s) ]3-ackfilied: _ Syst~m Backfilled: __ ET Systems Class II backfill & vegetative cover for transpiration in place: __ Surface application area properly landscaped/vegetation acceptable: Noles:

    Size of Installed Drainfield!Spray Area: --------------------------

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

  • Permit of Authorization to Construct an On-Site Sewage Facility

    Permit Valid For One Year From Date Issued

    106500

    Michael D. & Damary Henry

    536 COPPER CREST

    NEW BRAUNFELS, TX 78132

    Copper Ridge

    5

    9

    J

    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:

    09/27/2017

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  • * * * 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 Jim W. Blake, Sr. #2289 --------~--------------------------------

    System Description Aerobic Treatment with Spray Irrigation

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

    Tank Size(s) (Gallons) 500/600/1,200 ------~---------------

    Absorption/Application Area (Sq Ft) 5,887 ~------------------

    Gallons Per Day (As Per TCEQ Table Ill) 360 -----------------(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? ~Yes D 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? ~ Yes D No

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

    lfthere is no existing WPAP, does the proposed development activity require a TCEQ approved WPAP? DYes ~ 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 Edwar~s Contributing Zone? D Yes ~ 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.)

    lfthere 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.)

    Is this property within an incorporated city? DYes ~No

    If yes, indicate the city:

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

    ~'13.L.L._ 9-1 "11 .., Signature of Designe Date

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

    Page 2 of2 Revised March 2015

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  • Jim W. Blake, Sr., RS 2289 P. 0 . Box 1609

    Helotes, TX 78023

    Coma! County Environmental Office 195 David Jonas Drive New Braunfels, TX 78132-3760

    To Whom It May Concern:

    July 26, 2017

    J. B. Septic Systems, Inc.

    Telephone (830) 931-0292 Fax (830) 931-0409

    RE: Lot 9, Block J, Copper Ridge, Phase 5 (536 Copper Crest)

    I hereby certify that the On-Site Sewage Facility (OSSF) design for the above referenced property complies with all provisions of the proposed Water Protection Abatement Plan (WPAP), as approved by the Texas Commission on Environmental Quality (TCEQ).

    Please contact me at the number listed above if you should have any desire to discuss this matter.

    Sincerely,

    F Jim W. Blake, Sr. JB Septic Systems, Inc.

  • lllllllllllllllllllllllllllllllllllll 201706043095 09/20/2017 11:26 : 43 AM 1/2

    AFFIDAVIT TO THE PUBLIC

    The County Of Co mal Stnte of Texas

    CERTIFICATION OF OSSFREQUIR.ING MAINTENANCE

    According to Texas Commission on Environmental Quality Rules for On-Site Sewnge Fflcilitics (OSSF's) this document is filed in th.e Deed RecQI'ds ofComnl Comlty, Texos,

    I

    The Texas Health & Safety Code, Chapter 366 authorizes the Texas Conimission on Euvi.rmunental Quality (commission) to regulate on-s ite sewage facilities (OSSFs). Additionally, the Texas Water Code (TWC), 5.012 nnd 5.0 13, gives (he conuuisslon primary responsibility for implementing the Jaws of the State uf Texns rel!lt.ing to watetnnd adopting rules Ilecessary to carry out its pow.ers find d11ties ltTHier ihe TWC. The commission, under the nnthority of the TWC fllld the Texas HeAlth liticl Snfety Code, requires owner's to prvville nutlq:: lo the public Lhat cerluin types ofOSSFs are locflted on specific pieces of property. To achieve this notice, the commission requires u recorded nfftdovit. Additionnlly, the owner must provide proof Of the recoriling to the OSSF pel'tnitting nutltority. This recorded nffidavit is not 11 representation Ol' wnrmuly by tile commJssion of the suitf:l\)ilily of this OSSF, nor does H constitute any guarnntee by tbe commission thAt the nppl'Oprintc OSSF wns instnllcd.

    II An OSSF req\llring a mainlenmtce contrnct, according to 30 Texas Administmtive Code 285.91 (12) will be htstnlled on the properly described as Lot 9, Block !'J", ow.er Rld~e, Phase 5, an addition to tho cit}' ofNew Braunfels. Carnal County, 'rexps, according to the map__QLJiliJ.Uhereofrecorded in )2Q.I)nmcntNo, 201506033914. of the Map nild Plat Recol'ds Coma! County. Texas,

    The property is owned by Mfchoe! D, Henrv and wife, Dnmnry Henry_

    This OSSF must be covered by a continuous maintenance contract for the first two yeats, Afte1' the initial two-year se1'vlce policy, the owner of an aerobic treatment system for fl single family residence slmll either obtain a mainteminc(! contract within 30 days or maintab1 the system personnlly.

    Upon sale or trnnsfer oftl1e above-described properly, the permit fbr the OSSF shall be tmnsterrecl1o the buyer or new o\vner. A cojJ)' of the planning mnterinls for the OSSF can be obtnb1ed fi'orn the Coma! Connty Engineer's Office.

    WITNESSBYHAND(S)ONTIUS __ 3/ Dayof 2017.

    SWORN TO AND SlaCIUBED BEFORE ME ON THIS DAYOF JA...9 ,2017.

    31

    ~ .. "'u'" K JAMES ' , ~,~ .. ~~~ . I l~~-~;l~ttotorv Publ_tc. State of Texas \~\71{Jij Comm. ExpiresOl-24-2019

    t ~-i.~~~ Notorv ID 128500861 Notnry/s Printed Nanie: __ K -;TU/Yl-u, . -- --My Comlllission Expires: ~n . ;;J.4 , ~if

    I

    I I I ! , I I I . I I I I I

    I I . I

    I I

  • 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 7127115

    Filed and Recorded Official Public Records Bobbie Koepp, Counly Clerk Comal Count~ Texas 09/20/2017 11:26:43 AM MEDlNM 2 Page{s) 201706043095

    ~~

  • System Owner: Michael D. & Damary Henry

    Site: Legal Description:

    J.B. Septic Systems, Inc. Page one Two-Year Initial Service Policy

    Brand Name: Clearstream Wastewater System System Name: Primary Serial Number: _________ _ Model Number: _________ _ Permit Number: __________ _

    536 Copper Crest, Lot 9, Block "J" Copper Ridge, Phase 5, Comal County

    J. B. Septic Maintenance, Inc. will inspect and service your Clearstream Aerobic Treatment Plant once every four months for a period of two years. The effective date of this initial maintenance contract shall be the date the License to Operate is issued.

    Before this initial two-year service policy expires, JB Septic Maintenance, Inc will notify you. Upon renewal of the contract, a copy of the new contract shall be submitted to the permitting authority. If the property owner or maintenance company desire to discontinue the maintenance contract, the maintenance company shall notify, in writing, the permitting authority at least 30 days prior to the date service will cease.

    Testing and Reporting

    J.B. Septic Maintenance, Inc. shall test and report on this system as required by rule on the following: I . An Inspection/Service Call every 4 months, which includes inspections, adjustment, and servicing

    of the mechanical and electrical component parts as necessary to ensure proper function . 2. An effluent quality inspection every 4 months, consisting of a visual check for color, turbidity,

    scum overflow, and an examination for odors. 3. A sample shall be pulled from the aeration tank every 4 months to determine if there is an excess

    of solids in the treatment plant. Ifthe test results determine a need for solids removal, the user will be notified and the system will be pumped upon owner authorization.

    4. If any improper operation is observed which cannot be corrected at the time, the user shall be notified immediately in writing of the conditions and the estimated date of correction.

    5. If required, a chlorine residual test well be taken at each visit. (BOD and TSS annually on commercial only.) If a grab test is required, the Owner will be responsible for the cost of the grab test.

    The owner is responsible for keeping chlorine (Bleach) in the chlorinator as well as the cost of the chlorine.

    J.B. Septic Maintenance, Inc. has been certified by the manufacturer of your system, and will be responsible for fulfilling the requirements of this Maintenance Contract, as well as responding to any alarms and/or addressing any concerns by the owner of the system. Alarms and/or concerns will be addressed within 48 hours of the initial contact.

    VIOLATIONS OF WARRANTY including shutting off the electric current to the system for more than 24 hours, disconnecting the alarm system, restricting ventilation to the aerator, overloading the system above its rated capacity, or introducing excessive amounts of harmful matter into the system, or any other form of unusual abuse.

  • Tlli~ Policy Docs Not Include; 1. Cost ofPnmt>ing Sludge From Unit Il'Ncccssmy. 2. Cost of System Repair Due to Damngc o1 Plll'fs Failure Due to Neglect. 3. Cost of Replacement of "Nonnn!Wcal' & Tear" Items During Houtiue Mninlcnancc Visits.

    The Maintenance Company and tb.e Owner agree to ubide by the service policy as stntcd.ahove.

    MAINTENANCE COMPANY: .l.B. Septic Maintenance, Inc. P.O. Box 1609 Helotes, Toxus 78023 (830) 931-0292 (210) 414-6289

    INSTALLATION COMPANY: J.D. Septic Systems, Inc. P.O. Box 1609 Helotes, 'J'exas 71l023 (830) 931-0292

    MANUFACTURER: Clenrsttenm Wnstewntm Systems, Inc. P.O. Box 7568 Beaumont, Texas 77726-7568 (409) 755-1500

    PElU\>llTING AUTHORITY: Coma! County Office of Environmental Henllh 195 Dflvid Jonas Drive New Braunfels, TX 78132-3760 (830) 608-2094

    Jim Blake

    Service Company Operntor License Number: MP0000892

  • J. B. Septic Systems, Inc. Jim Blake Sr. Registered Sanitarian P.O. Box 1609 Helotes, Texas 78023

    SITE EVALUATION

    Telephone (830) 931-0292 Fax (830) 931-0409

    LOCATION: ________ ~5=3~6~C=o~p~p=er~C=r=e=st~,=L=ot~9~,~B=lo=c=k~"~J'~',~P~h=as=e~5~-------------Copper Ridge, Comal County

    I. USDA County Soils Survey Classification: RUD -RUMPLE- Comfort Association

    II. Soil Analysis Sam pie: ----'T:...:w'-'-o~so=i~l =b=or=ino.ug::c:s'-'l=o=ca=t=ed~in~t=h=e--J;p"-'-r"""opt I ' ':>/ .. , ~ . .. ... . , 1 / ...... .. .. .. .. ............... ~

    ,_ ........... KE ~ 1. ... JIM BlA .... ... ... , ..... ~ ~ .... ................... .. .... .... :.:?.::J 1, .-o. 2289 .:::::; ... t --A. ~ :-Q;-" \0~~!:.~'GtS' I"i::.~:~~:/

    '''{slo"f't. 1:. s ~---,,,,,, ...... ,-

    OS0010832 Registration #

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  • J.B. Septic Systems, Inc. Jim Blake Sr. Registered Sanitarian P.O. Box 1609 Helotes, Texas 78023

    Telephone (830) 931-0292 Fax (830) 931-0409

    ON-SITE SEWAGE FACILITY DESIGN

    FOR: Michael D & Damary Henry 514 Canyon Rise San Antonio, TX 78258

    LOCATION: 536 Copper Crest Lot 9, Block J, Copper Ridge, Phase 5 Comal County

    DEVELOPMENT: Proposed three-bedroom residence with 3,884 sq. ft. living area.

    ESTIMATE OF WATER CONSUMPTION: 360 gallons per day.

    SEWAGE FACILITY DESCRIPTION: Clearstream Aerobic Treatment System with timer, chlorinator, sprinkler pump, and sprinkler heads covering a surface application area of 5,887 square feet. The timer is set for spray between midnight and 5:00 A.M.

    CALCULATION: Application Area Required = __ F"'-'l=oc...:...w:....__ __ _

    Soil Appl. Rate 360 Gals./Day = 5,625 Sq. Ft.

    .064 Gals./Sq.Ft./Day

    ACTUAL APPLICATION AREA TO BE COVERED: (Radius of Sprinkler Head) X (Radius of Sprinkler Head) X 3.14 Three full circle sprinkler heads, with a 25 foot radius

    Total

    Sq. Ft. 5,887 Sq . Ft. 5,887 Sq. Ft.

    ELECTRICAL WIRING - All wiring must be in complete compliance with 30 Texas Administrative Code 285.34(c) and_~x,most recent National Electric Code. All electrical components should h~~.Blcif.~~,,~isconnect within direct vision. , ~" * ~u> '}.;2/7 // ; ... .. (~ , . . .

    1 .. ~. ::". ................................ .. : .. ~ ~ JIM .~.~.~~ ....... , ..... ~ ' : .. :

  • AEROBIC TREATMENT SYSTEM COMPONENTS AND REQUIREMENTS:

    1. Minimum 500 gallon Pre-Treatment Tank. 2. Aerobic Treatment Unit- 600 gallon TCEQ approved unit. 3. Liquid Chlorinator- Only E.P.A. approved chlorine (Bleach) for use with wastewater shall be used. It is the

    owner's responsibility to ensure that it is functioning properly and has chlorine IN IT AT ALL TIMES. 4. 1,200 gallon Pump Tank with a minimum ~ horsepower, 18 GPM well pump (Clearstream P-20 pump or

    approved equivalent.) 5. Sprinkler heads must be impact or gear driven rotary design with a maximum inlet pressure of 40 PSL Only low

    angle (13 degree trajectory) nozzles shall be used. All sprinkler heads shall be self-draining type so as to prevent in-line freezing. The exact location of sprinkler heads shall be coordinated between the installer and the property owner so that spray patterns shall not be blocked by trees, etc; a minimum of 10 feet shall be required between any sprinkler head and the base of a tree.

    6. SURF ACE APPLICATION AREA -The area to be sprayed shall have enough topsoil in place to cover the force lines and to support the growth of vegetation. This vegetation shall consist of grasses, evergreen shrubs, bushes, trees or landscaped beds containing mixed flora. Sloped land is acceptable if properly landscaped and terraced to minimize run-off. Distribution pipes and sprinkler heads must provide uniform distribution of treated effluent. The application rate must be adjusted so as to not produce run-off.

    7. AFFIDAVIT (signed and notarized) included with this design should be a permanent part of the real property deed. TCEQ requires that it give proper notification to future owners of the continuous maintenance and administrative requirements of this OSSF system.

    8. MAINTENANCE CONTRACT: At the time of system installation, the contractor will submit to the authorized agent, (County Inspector) a copy of the 2-Year Service Policy as required by the TCEQ. Maintenance Company will file a detailed report of the dates and findings of these inspections to the Authorized Agent. This will ensure periodic inspections (at least every 4 months) for system compliance with effluent standards. Correct testing/evaluation of the unit will include periodic measuring of residual chlorine levels and/or fecal coliform analysis, as required by TCEQ. Sludge accumulation will be monitored and the system owner will be notified when tanks require pumping.

    NOTE: SEE ATTACHMENT for water treatment equipment and appliances installation requirements. The back flush or discharge from water treatment equipment may be discharged into an On-Site Sewage Facility as provided in this attachment. Effective April 28, 2004.

    REMARKS: The contractor may make minor field adjustments to the system with approval of the county regulatory agency. The referenced site has been evaluated and the on-site sewerage facility has been designed generally following the requirements given by the Texas Commission on Environmental Quality and Coma! County. The site evaluation and design are based upon technical information available today. The proper performance of any on-site sewerage facility cannot be guaranteed even though all provisions of the regulations have been met.

    CERTIFICATION: I hereby certify that this sewage facility design submitted conforms to the Texas Commission on Environmental Quality and Coma! County requirements, and with proper use, maintenance, and under normal climatic conditions can be expected to function without creating a nuisance.

    DATE: July26,2017

    __ ..... ,,,,,, ;-~~--~-~:.!.i?.f-', ,,

    ~~ .!'~":.._Lb.. .:~

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  • STATE MANDATED REGULATION CONCERNING AEROBIC SYSTEMS

    NAME: Michael D. & Damary Henry LOCATION: 536 Copper Crest, New Braunfels, TX 78132 DATE: July 26,2017

    As part of the installation of this system, the Texas Commission On Environmental Quality requires the following:

    1. The property owner and the aerobic system maintenance contractor shall enter into a 2 year (minimum) full service maintenance contract in which the company will provide periodic inspections for system compliance with effluent standards. This contract will authorize the maintenance company to operate, maintain, and repair the system as needed. The costs of this service will be paid by the system' s owner and may be included with the installation of the system. (Seethe attached Service Policy.)

    2. The property owner shall submit an affidavit to the County Clerk' s Office to be added to the Real Property Deed on which the surface application system is installed. (See the attached AFFIDAVIT TO THE PUBLIC.)

    3. The maintenance company shall inspect this system as directed in the Service Policy and shall keep accurate records of their findings. These records shall be submitted to the County at the end of the first 2-year service life of the system.

  • __,.....---:--

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    PLAN VIEW

    MODEL NC2 SECTION

    DIMENSIONAL DATA MODEL A 8 c 500 NC2 104" 60" 1 0-1/2" 600 NC2 107" 60" 10-1/2" 750 NC2 107" 70" 10-1/2" 800 NC2 107" 72" 8-1 /2"

    4" S/40 PVC OUTLET

    3/4" S/40 PVC CONNECTOR FOR AIR LINE CONNECTION

    ACCESS COVER FOR 20" DIA. OPENING

    SURGE CONTROL :> WEIR

    ' . ~ :

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    ------1-,--:+- AERATION TANK .. . : " DIFFUSER . .

    D 75" 82" 82" 82"

  • /---------81 "---------!

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    ~~~,.~a:.!:!::' /'.;it ~.:t:t., "1' ... "';7.,::. .t ~~ ._,..c..//lri.lcr, ar ,..,~ . .,...,._, Nf"ff}.'-4. LP a =~' ,:.t, .. tt-l!~~. "n.tn..,~~~~ ::be' &....J

    of ~~ by ~ rw:J.tl~ /e( Iff'/ riNt" fCJt"1'4-c 1'1"11t.o...-.r. c:,..,,.w.n, )'nil'1l't1t::lr ~ ha.1 rrt.i~ I ~1-nt. 1t)d ftt4(

    :r;~,I';~~~~~P-~ht.f J:~~ ~r ~~ Inc. Jt:lc_.n.., lfo...__ s,.,...,~ hc.-:U:O

    (TYP.) SECTION

    ~1~),\rA'c'' ~;(~~.H~A .. cr:.-;;r. rr ""'? .- * . .f-.s ),, ...- . . . 'I :: *.. . . .... , , * _. . ..... I. , ................................................. ~.

    ~ JIMBLAKB ~

    ~ CLEARSTREAM 8 ~ ( ~~~V!Eirf~lT~~ 5"/~7E~@1 0~~:1

    P.O. Sox R.l37 S.umot~l, Tuur ~

    . i,i_oo GALLON -~urr1 p TANK PRE_:.CAST CONCRETE

    . --~ .... . _. ..................... . .: -- } I,"$.-. 2289 ---~: . .O!UW.N:ICHKD:fOATE:/ REV:LREV.DATE/ NUMBE!?: . . .C.WP..@ IJM tB / 08/ o I 00/ 00 I ]0000804 'lr:o .- ;::::,.., 6 ~. -1' _-() . c.. ,..,

    11 :& }'cJsMt~~--~~ '~f{zoj-IAist-.~1-..:--

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  • WNER'S MANUAL

    SERIES P20 411 SUBMERSIBLE PUMP Two 'ijire, 1/2 HP, 115 Volt, 60Hz

    Installation Operation

    LIMITED WARRANTY Clearslream warrants to the original consumer of the products listed below, that they will be fraa from defects In material and workmanship for the Warranty Period from the dale or installalion as noted.

    Product . Warranty Period

    4" Submersible Pump 2year

    Our warranty'~ill not apply to any product that has been subject to negligence, misapplication, Improper Installation or main-

    Buyer's only. remedy and Clearstream's only duty is to repair or replace d~leclive products (at Clears !ream's choice) .. Buyer agrees to pay all labor and shipping charges asS.acialed with this warrant; and to request warranty service through the installing dealer as soon as a problem Is discovered. If warranty service Is requested aile} the Warrant:j Period has ended, It will no! be ha~ored.

    CLEARSTREAM SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL, OR CONTINGENT DAMAGES WHATSOEVER.

    I H!: 1-CJH/::G(JJNG WAHHAN liES A'-IE: EXCLUSJYc AND IN LIEU OF ALL OTHER EXPRESS WARRAN1 IES. IMPLIED WARRANTIES, INCLUDING BUT NOT LIMITED TO TrlE IMPLIEDWAARANTIES OF MERCHANTABIUlY AND FITNESS FOR A PARTICULAR PURPOSE, SHALL NOT ~TE~D BEYOND THE WARRANTY PERIOD PROVfDEQKEREfN.

    Certain stales do nor permillhe ex.clusion or limitation of incidental or.consequenlial damaoes or the pl~c.ino ollimhations on the duration of an impfied warranty, therefore, the limilalions or exclusions herein may not apply, This warranty sets forth specific legal right3 and abliga1ion!, however, additional rights may exisr, which may vary from state lo stale.

    Supersedes all previous publications .

    .. C\earstream, P.O. Box 9337, Beaumont, TX 7T709

    CLEAR STREAM P.O. B.ox 93371 Beaumont, TX 77709

    PAINTED IN U.S.A. CL370 ( 12/14/!:15)

    , :.

  • I

    '

    open. Start pump. Slowly open vafv.e until the desired now rate ls reached. Final set1ing must be within pump's recommended oper ating range.

    . OPERATION 1. The pump musl be submerged al all limes during normal opera

    lion. Do nol run pump dry.

    2. Make sure that the neat switches are set so that the pump stops before the pump runs drf or breaks suction. I( necessarf, adjust neal switches to achieve this.

    :l. The motor be.arin!JS ore lubricated internally. No maintenance is required or possible on the pump or 'the motor.

    Table i: Recom[nended Fusing Data 115 VoiV60 Hz/1 Phase 2-Wire Cable

    HP

    .I 1/2

    Valls HP

    115. 1/2 >

    Voltz/Hz/ PhasQ

    115/60/1

    Motor Winding Resistance

    ohms

    1.0-1.3

    Max Load

    )l.mps

    12.0

    "Locked Ro.tor Amps

    64.8

    Table 2.: Power Supply Wire (C

    14AWG 12AWG . 1DAWG BAWG 6AWG 4AWG 3AWG 2AWG

    100" 160 250 390 620 960 1190 1450

    Is permissable [or all siz.es.

    fuse Slze Standard/

    Dual Element

    30/15

    1 AWG OAWG

    1780 2160

    1.Maximum wire lengths shown maintain motor voltage at 95'~ of s~rvice enlrance voltage, running at maximum nameplate , amperes. 11 service entrance voltage will be at least molor name plate voltage under normal load conditions, SO% addi!lonaflength

    2.Siz~s given ara for copper wire. !=or .;Juminum wirP. go twn ~ize. 'larger p.e., If table list~ #12 copper wire, use 1110 aluminum wire.)

    Motor Insulation Resistance Readings 'Normal Ohm/Megohm readings for.all motors, between all leads and ground. Set ohmm~eter to j OOK sea.! e. -Condition of Motor and Leads Ohm Value M_egohm Value

    . . New motor, without poyter cable

    .. 20,000,0.00 (or more) 20.0

    Used motor, Which can be reinstalled In tanK 10,000,000 (ur more) 10.0

    Motor in Tank- Readings are Power Cable plus Motor

    New Motor 2,000,000 (or more) 2.0 Motor in reasonably good condilion 5oo,ooo to 2;ooo,ooo 0.~2.0 Motor which may be damaged or have damaged power cable 20,000 to 500,000 . 0~02~.5

    Do no/ pull motor for these reasons . . .

    Motor definitely damaged or with damaged power cable 1 0,000 (o 20,~00 0.01~.02 Pull motor and repair

    Failed motor or power cable- Pull motor and repair Less ltian .1 0,000 0-0.01

    Important El ectri col Gro un dlrrg lnformafio h

    I /\ WA. R. N) N G I Hazardous voltage. Can shock, burn, ~ or kill. To reduce the risk or electrical shock during pump operation. ground and bond the pump and motor as follows:

    menl-grounding 1ermlnal, !he grounding conduclor on the pump housing, or an equipment-grounding lea.d. The equipment-grounding lead, when provided, will be the conductor having green insulation it ma[ also have one or more yellow stripes. '

    A. To reduce risk or eleclrical shock from metal parts ollhe assembly o!her !han !he pump, bond log ether all metal parts accessible allhe tank top ~ncfuding me1al discharge pipe, metal lank lop, and !he like). Use a metal bonding conduclor alleasl as large, as !he power cable conductors running down the well to the pump's motor.

    ll. Clamp _or weld (or both II necessaty) this bonding conductor to !he grou~ding means provided wilh lhe pump, which will be the equip

    3

    C. Ground lhe pump, mol or, and any.metallic conduit thai c

  • I

    . ' - ~

    .. . . . . ~ .

    : : .. .

    T~ls p:~~uct is Lis:~d _io L'~ S:an~ar~s lor Safaif by Ur.C:~..-r.:~rs La~..rra:or:as Inc. (UL), !> Nylatron is a r:gis!.:r~d (iademark of

    Polym~r Cor~.

    0 Lexan is a r~;is:otd ltad~ . .,a:k of Gnerai Elc:.:; Ca.

    e Dchin r~ a r2:-;1s:~;-e1tra1emark of E. I. DuPont c~ M:me~:r. zn::' Co.

    S;;~cilica:ions CJt:! subj:ct lo ct:angd without noifc.

    Submersible Effluent Pump GENERAL DESCRIPTION The P20 milllistage submersible errJuent 'pump constructed from precision-engineered, corrosion resistant ma lerlals, Is an industry leader In high pressure effluent remoY

    FEATURES J:ll Palen led Slaging Syslem- Our.

    proven SignaSear>~ staging system incorpor~l:~ a hal~~rlhaosand ceramic w~zr surface that v;hen incorporated wilh our floiltlng s:ack ce~ign, gre~tiy reduces probl1ms with abra5ives, s~nd lock-up ;nd running dry.

    IS Discharge- Fiberglass-reinforced lhermophlslic material for durabilily in aggressive water. Octaoon-shaped to fit. pipe wrench.

    m .Discharge Bearing.,.. Exclusi'le sell lubricaUng Nytatron~ bearing resists wear from sand.

    Ellnlake- Fiberglass-reinforced fh;;rmopfa;lic mal~riallor durebility in aggressive water.

    l!i! Shaft- Posiiii.e drive from hexaoonr.l hez,y-dut:f300 grade stainless slael.

    !:l Coupling- Stainless steel press fillo pump shaft Cciuples to all standard ME~IA motors.

    za Shell- Highest grade, hezv)r:walled corrosion-resistant stainless steel. Threaded lor easy smicir.g.

    ORDERING INFORMATION

    Max; load Amps 12

    PERFORMANCE

    Discharo PrAuro PSI

    Ga/lor.s Pu Minute

    -NOTE-

    til Hardwara - All screws, washars an'd nuts are corrosion-resislan/300 grad~ stainless s{eel.

    Iii cneck Vatte - Durable internal check vaiYe.

    l.l Cable Guard- Corrosionrosistant stainless st~el guard protects meter kds. Tapered ends pr~tont pump from catching on well.

    Iii Corrosion-proof intake screen 13. Franklin Electric Motor -100%

    corrosion-~esistant stainless ste:t construction. Constant lubrication through water, filled dasign, H~rmetically-sealed slalcir assures mobluro-froc l'lindlngs. EIUIIHn surge amsler provided on 112 HP

    through 1112 HP. single-phasa pumps for added protection. All t.'lrus( absorbed by rlur~br Kingsburyfype thrust bearing. Replaceable motor lead assambly. /lEMA slandJrd motors, ? and 3-wire.

    We have a wide range of sump/sewage/effluent pumps to offer. If you need a catalog showing other available units,

    please contact your C/earstream representative.

    C!earstream Wastewater Systems, Inc. P.O. Box 9337 Beaumont, TX 77709 (409) 755-1500 Fax (409) 755-6500

  • / -

    PROPLUS GEAR~,~RIVEN SPRINKLER StTTING INSTRUCTIONS NOTE: All of our sprinklers are preset for you with a goo arc setting, and include a pre-installed #2.5 nozzle.

    CHANGING A NOZZLE

    1 USEYOUR K-KEY After you remove the nozzle retention screw with your K-Key, insert the K-Key into the keyhole on the top of the turret. Then, turn the K-Key 1/4 turn so it doesn't slip out of the hole when you pull it up.

    2 PULL UP THE RISER Firmly pull the entire spring loaded riser up with the K-Key to access the nozzle socket. Hold the riser up with_ one hand.

    3 REMOVE THE NOZZLE With the nozzle retention screw removed, insert the K-Key into the slot directly under the nozzle "prongs" at the top of the nozzle. Now, pivot your K-Key 1/4 of a turn to "hook" the nozzle and pull the nozzle out.

    4 INSTALL A NOZZLE Press the desired nozzle into the nozzle socket. Make sure the nozzle number is visible and the nozzle "prongs" are up. Then, re-install the nozzle retention screw. NOTE: The nozzle retention screw is also a break-up screw and adjusts the distance of the spray.

    - I PROPLUS IS ADJUSTABLE AND CONTINUOUS 360 ALL IN ONE MODEL SETTING THE ARC ADJUSTMENT (PRESET AT 90)

    5 ' FIND THE LEFT START POSITION First, rotate the turret with your fingers around to the RIGHT (clockwise) until it stops. Then, rotate the turret around to the LEFT until it stops again. This is the LEFT START position. The sprinkler will begin spraying from this point and will rotate clockwise.

    6 TO CHANGE THE ARC SETTING BEFORE INSTALLATION Follow step 5 above to find the LEFT START as a reference point. To INCREASE THE ARC, insert the K-Key into the arc indication ARROW SLOT at the center of the turret. While holding the turret with your fingers, turn the K-Key CLOCKWISE until the arc INDICATION ARROW POINTS TO the RIGHT STOPPING POINT.

    WHEN SET AT 360, PRO PLUS WILL ROTATE CONTINUOUSLY IN A CLOCKWISE DIRECTION.

    To DECREASE THE ARC, hold the turret steady and turn the K-Key COUNTERCLOCKWISE to the desired setting.

    WITH THE SPRINKLER RUNNING

    Follow step 2, hand-spinning the turret gently in the direction it is spraying. Once you have found the LEFT START as a reference point, following the directions to INCREASE THE ARC or DECREASE THE ARC as shown above.

    KEY

    NOZZLE PRONGS

    ~ NOZZLE SOCKET

    HOUSING CAN--

    LEFT

    TURRET TOP

    ' I

    tB !~1M ~RAIN

    oa

    ~

    LOWER RISER

    RIGHT

    ADJUSTABLE STOP-RETURN POINT

    ARC SELECTION: 35 TO 360

  • Chapter 285, On-Site Sewage Facilities TCEQ...Qublication RG-472

    285 .37. On-Site Sewage Facilities and Water Treatment Equipmentand Appliances

    (a) Water treatment equipment is defined as an appliance, which includes water softeners and reverse osmosis

    systems, used to :

    (1) alter the mineral content of water;

    (2) alter the microbiological content of water;

    (3) alter other substances found in water; or

    (4) purify water.

    (b) Back flush or discharge from water treatment equipment installed on or after September 1, 2003, may be

    discharged into an on-site sewage facility (OSSF) as provided in this subsection.

    (1) Water softener.

    (A) The water softener must regenerate using a demand-initiated regeneration (DIR) control device. The water

    softener must be clearly labeled as being equipped with a DIR control device as follows:

    (i) the label shall be affixed to the outside of the water softener so the label can be easily inspected and read; and

    (ii) the label shall provide the name of the company that installed the water softener.

    (B) A Water softener may be connected to an OSSF with a non-standard or proprietary treatment system only as

    described in 285.32(c) and (d) of this title (relating to Criteria for Sewage Treatment Systems) if the water softener

    drain line:

    (i) bypasses the treatment system; and

    (ii) connects directly to a pump tank if the OSSF has a pump tank or directly to the pipe between the treatment system and the disposal system if no pump tank exists.

    (C) An owner may continue to use a water softener that discharges to an OSSF and does not meet the requirements of subparagraph (A) of this paragraph ifthe water softener was installed before September 1, 2003. An owner must

    replace any water softener installed before September 1, 2003, with a water softener that meets the requirements of

    subparagraphs (A) and (B) of this paragraph at such time as:

    (i) an owner replaces the existing water softener; or

    (ii) an owner or installer installs, alters, constructs, or repairs an OSSF for the structure or property served by the existing water softener.

    (2) Reverse osmosis system.

    (A) Point-of-use (under sink unit) reverse osmosis systems. The back flush from a point-of-use reverse osmosis

    system may be discharged into an OSSF without including calculations of the back flush water volume in the OSSF

    planning materials.

    (B) Point-of-entry (whole house unit) reverse osmosis systems. The back flush from a point-of-entry reverse osmosis

    system may be discharged into an OSSF if:

    (i) the owner cari demonstrate that the point-of-entry reverse osmosis system does not cause hydraulic

    overloading of the OSSF; or

    (ii) the water volume from the point-of-entry reverse osmosis system is accounted for (added to the usage rate in 285.91(3) of this title (relating to Tables)) by provi_ding calculations of the increase in wastewater volume with the OSSF

    planning materials. .

    (3) Water treatment equipment other than water softeners and reverse osmosis systems. If an owner uses water

    treatment equipment other than water softeners or reverse osmosis systems, the back flush from the water treatment

    equipment may be discharged into an OSSF if the water volume is added to the OSSF usage rate in 285.91(3) ofthis

    title . This water volume calculation must be provided with the OSSF planning materials.

    (c) Discharges from all water treatment equipment shall enter the OSSF system through an airgap or an airgap device

    as required in the Uniform Plumbing Code (2000) .

    Adopted April7, 2004 Effective April28, 2004

    76 Revised March 2013

  • p. ;g!~ -- - i ~. a ~

    ----

  • 50 Comal & Guadalupe Counties Area

    1

    2

    3

    4

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    0.5 1Pil

    0.5 1 Km 1" 2666' or .51 Milo

    D E F

    - _______ _____). ______ --r-------------11

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    COMALI COUNTX

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    4 ------- -----y- -------------+----:!---"-"-------------+------------+-... ~~ ~\i'\---

    t 1

    i 5 . , 78132

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    1------------ i - ----- --- _J_ __ _

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    E F -II) KaoDa Map Group, LLC -

  • From: Hernandez, SandraTo: "Cherie JB Septic"Subject: 106500 deficiency commentsDate: Tuesday, September 26, 2017 12:38:56 PM

    RE: Lot 9, Block J, Copper Ridge, Phase 5 Jim,We received planning materials for the referenced permit application on September 20, 2017and found those planning materials to be deficient. In order to continue processing thispermit, we need the following information:

    1. Revise the phase number on the permit application.2. Indicate what the bubbled area around the site plan represents.3. Indicate if equivalent protection is needed for the supply line that is located

    underneath driveway.4. Revise accordingly and resubmit.

    If you have any questions, you can email me or call the office. Thank you,

    Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels, Texas 78132830-608-2090 Office830-608-2078 Faxwww.cceo.org

    mailto:/O=COMAL COUNTY/OU=CO.COMAL.TX.US/CN=RECIPIENTS/CN=RABSAHmailto:[email protected]://www.cceo.org/rabsahAccepted

    rabsahAccepted

    rabsahAccepted

  • * * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH *** APPUC6.TION FOR l'ERMl'I' FOR AUTHORIZATION 'I'O CONS'I'RUC'I' AN

    .ill:f.SlTE SEWAGE FAC!lJTY AND LTCENSETO Ol'ERATE

    Date Permit# _..:..l..;:;D_~~S':::;_,;;o_o __

    Owner Name Michael D Henry and wife, Daf!lary Henry Agent Name JB Septic Systems, Inc

    Mailing Address 514 Canyon Rise Agent Address P.O. Box 1609 ----------------------------City, State, Zip san Antonio, TX 78258 City, Slate, Zip Helotes..:..'....;.T_ex....;.a_s_7_8_02_3 ______ _

    210.470.0959 Phone# 830-93 '1-0292 Phone#

    Email ---------------------------

    [email protected] Email lnfo@jbseptlcsystem.~s...,;.in'-c_. c_om'-'----

    All correspondence should be sent to: 0 Owner fg) Agent 0 Both Method: 0 Mall 0 Email

    Subdivision Name Copp_e_r _R_id..:::g_e ______________ _ Unit Phase J Lot9 --------- Blocl< J ---Acreage/Legal _________________________________ . _____________________________ _

    Street Name/Address 536 Copper Crest --~~----------------------

    City New Braunfels Zip 78132

    Type of Development:

    (g] Single Family Residential RECEIVED Type of Construction (House, Mobile, RV, Elc.). House _____________ __

    Number of Bedrooms 4 SEP 2 0 2017 Indicate Sq Ft of Living Area 3,884

    -'-----

    D Commercial or Institutional Facility COUNTY ENGINeER

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

    Type of Facility -------------------------------Offices, Factories, Chlll'ches, Schools, Parks, Etc. -Indicate Number Of Occupants

    Restaurants, Lounges, Theaters - Indicate Number of Seats --------Hotel, Motel, Hospital, Nursing Home - Indicate Number of Beds

    Travel Traller/RV Parl

  • C! SS F/ IW/

    SHEET . I 0t: b

    rabsahVoid

    rabsahVoid

    rabsahVoid

  • From: GraceTo: Hernandez, SandraSubject: RE: 106500 deficiency commentsDate: Wednesday, September 27, 2017 3:50:20 PMAttachments: 20170927095921490.pdf

    20170927100117527.pdf

    Hi Sandra, attached are the corrections you requested for the above permit. I asked the builderabout the bubbled area and this is the answer he gave me: The homeowner requested that the home be moved back on the lot. This particular architect whenhe makes a revision adds the bubble area to show that the request/redlines we need have beencompleted Please let me know if this is ok. Thanks,Grace

    From: JB Septics Systems Inc. [mailto:[email protected]] Sent: Wednesday, September 27, 2017 7:03 AMTo: [email protected]: FW: 106500 deficiency comments

    From: Hernandez, Sandra [mailto:[email protected]] Sent: Tuesday, September 26, 2017 12:39 PMTo: 'Cherie JB Septic' Subject: 106500 deficiency comments RE: Lot 9, Block J, Copper Ridge, Phase 5 Jim,We received planning materials for the referenced permit application on September 20, 2017and found those planning materials to be deficient. In order to continue processing thispermit, we need the following information:

    1. Revise the phase number on the permit application.2. Indicate what the bubbled area around the site plan represents.3. Indicate if equivalent protection is needed for the supply line that is located

    underneath driveway.4. Revise accordingly and resubmit.

    If you have any questions, you can email me or call the office.

    mailto:[email protected]:[email protected]:[email protected]:[email protected]
  • rabsah

    Revised

  • rabsah

    Revised

  • =:LED 3Y ATC

    5PRING B~CH ~- . I i :>F # 4o l (;:(;:{ 1 [5/.o lf

    201606013050 03/31/2016 11:23:07 AM 1/3

    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.

    SPECIAL WARRANTY DEED FROM SOUTHERLAND COMMUNITIES NB LAND PROPERTIES, LTD. TO MICHAEL D. HENRY AND DEMARY HENRY.

    THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS:

    COUNTY OF COMAL

    That SOUTHERLAND COMMUNITIES NB LAND PROPERTIES, LTD., a Texas

    limited partnership, acting herein through its General Partner, SC NB LAND

    PROPERTIES, LLC , a Texas limited liability company, 110 River Crossing Blvd., Suite

    100, Spring Branch , Coma! County, Texas 78070, hereinafter called Grantor, for and in

    consideration of the sum of TEN AND N0/1 00 DOLLARS ($1 0.00) and other valuable

    consideration to it in hand paid by MICHAEL D. HENRY and wife, DEMARY HENRY

    whose address is 514 Canyon Rise, San Antonio, Texas 78258 hereinafter called

    Grantee, receipt of which is hereby acknowledged and confessed; has GRANTED,

    SOLD and CONVEYED, and by these presents does GRANT, SELL and CONVEY,

    unto the said Grantee, the following described property, to-wit:

    Lot 9, Block "J", COPPER RIDGE, PHASE 5, an Addition to the City of New Braunfels, Coma! County. Texas, according to the map or plat thereof recorded in Document No. 201506033914, of the Map and Plat Records, Comal County, Texas.

    Grantor reserves unto itself, its successors and assigns, in perpetuity, all

    groundwater, being all underground water, percolating water, artesian water and other

    waters from any and all reservoirs, formations, depths and horizons beneath the surface

    ~ ;- ~ "!I

  • of the earth, and any and all rights related thereto, in, on, under and that may be

    produced from the Property, including the right to capture and produce such water. Th is

    reservation includes, but is not limited to, existing production or existing leases and

    includes the production , the lease and all benefits accruing therefrom, including all

    benefits from historical production, use or usage of groundwater associated with any

    portion of the Property. Grantor waives and expressly conveys to Grantee all rights of

    ingress, egress and regress in and to the surface of the Property relating to the

    reserved water rights .

    TO HAVE AND TO HOLD the above described premises, together with all and

    singular the rights and appurtenances thereto in anywise belonging , unto the said

    Grantee, Grantee's heirs and assigns forever; and Grantor does hereby bind itself, its

    successors and assigns to WARRANT AND FOREVER DEFEND all and singular the

    said premises unto the said Grantee, Grantee's heirs and assigns, against every person

    whomsoever lawfully claiming or to claim the same or any part thereof by, through or

    under Grantor, but not otherwise. Taxes for the current year have been prorated as of

    the date of closing.

    THIS CONVEYANCE IS MADE AND ACCEPTED SUBJECT to taxes for the

    current year and all restrictions, covenants, conditions, easements, reservations and

    other instruments that affect the property and to all zoning laws, regulations and

    ord inances of municipal and/or other governmental authorities that affect the property.

    These exceptions do not constitute an acknowledgement of the existence or

    viabil ity of any of the foregoing, nor a ratification, adoption or reviver of any expired or

    terminated interest.

  • .,gECUTED . on the date ~.f t~1e acknowledgment, but EFFECTIVE as of the :_ ~ day of 277tuL.e_.)/;2016.

    THE STATE OF J