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Comal County OmeampOPCO W COWJYENGJNtlIR

License to Operate On-Site Sewage Treatment and Disposal Facility

Issued This Date

Location Description

Type of System

Issued to

05102018

121 POND VIEW CT SPRING BRANCH TX 78070

Subdivision Unit Lot Block Acreage

Aerobic

Mvstic Shores 20 2169

Surface Irrigation

ACSBLDR Inc

Permit Number 106490

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 facility It does not guarantee successful operation It is the responsibility ofthe 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 (ie 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 He

080032485

5102018 928 AM

----------------------------- l Permit J(J Ct I 90 Location___~~___Pa84111JJL___~____r_ZJEB---IEL5oIIE----6~---It--

IrlstallerName S - ~ ~- License (J$ ()De (if more than one installer is used list them according to inspection)

1st Inspection lflr tlltflf 2ndlnspection vT-sit Itt Final Inspection f-1-- famp j _pound (inspector initials amp date) _ 1 (inspestor initfals amp da ___ t ___ e_ ) _ J_ (i~pector initialsamp date)

Are additional inspections required $ I [1 8 i( c Lbullh - ~ tJt1 cztl_ lt e 1

Re-inspection fee owed -------- I Re-inspection fee paid ----------

Existing soU conditions Sitesoil conditions match soil evaluation -(_Notes -----------------4--

System Description Aerobic with spray i Aerobic with drip emitters _ Low Pressure Dosing _ Absorptive drainfield Evapotranspirative ET) system __ Gravel-less drainfield piping __ Leaching chambers __ Soil substitution drainfield other ______________________ ---l_ Tank Inspection Tank set level amp watertightJ( InJetOutlet K Tank Size or GPD SiJIJ ManufBrand _ _ bull Model Pump Tank Size Alarms Audible amp Visual + Operational Is timer requiredprovided Chlorination requiredprovided ~ N A

Maintenance Tag for Aerobic ( fo ) ----------+--shySntem installation Pipe cheeklhouse to tank_lS_ Clean-out at structureevery SO ftJ90s __ Pipe checktank to drainfieldmiddot_ __ (18-ftSDR 26 or Sch 46) -- middot TrenchesExcavations WidthDepth TrenchesExcavations Level _ _ Pipe amp Gravel Slope within drainfieldspray area 2S__ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe $_ Spray irrigation area checked f--Notes~

Separation Distances I

Prop Unes+-- Water lines_ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversiPotJ ps __ Drainage EaSementsSharp Slopes __ If over Recharge Zone check for recharge features __ Are the ~water lines crossing tightlineslor within 10 feet of system __ Have they been properly sleeved __ Are ther sewer lines crossing under driveways sidewalks or within 5 ft of surface improvements ___ Have the sewer lines ~ ~en properly sleeved __ Notes

Final Inspection Tank(s) Backfilled System Backfilled ET Systems Class II backfill amp vegetative cover for transpiration in place __ _surfi_ middot ~ application ea properly landscapedvegetation acceptable Y A I w~ ~ ~~~

Size of lns1alled DrainfieldSpray Area 3 ~ ~ pound5_ -J wpound ill ILi Check here to confinn that service agreement has been received entered and activated in CASST

Comal County OSSF Inspection Sheet

Pennit ICJI 190 Location ms6bullt S1ollaquol I AwJ Vc w t1A Installer arne M r s-~f~~ Jm-Je Lo _ License gt ()DZ3 rl

(if more than one in taller is u ed list them according to inspection)

1st Inspection f1 r- li l t 2degdlnspection WT sIt t e Final Inspection

Are additio~~ s~tiu~~~~) sid ~msvot~ amp ~middot 11amp ~m-~-to-r---iru--ti-al-s-amp-1 ---da-t-e)-

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

Existing soil conditions Sit soil conditions match soil evaluation -4- Note ----------------------

Svstem Description Aerobic with spray _ Aerobic with drip emitters _ Low Pressure Dosing _ Ab orptive drainfield Evapotranspirative (ET) sy tern __ Gravel-le s drainfield piping __ Leaching chambers __ -t-

Soil sub titution drainfield other ------------------------~-

Tank Inspection ~J Tank set level amp watertight X InletOutlet K Tank Size or GPO 5M ManufBrand hu o Model Pump Tank Size AlarmsAudible amp Vi ual __ Operational_ 1 timer requiredprovided Chlorination requiredprovided __

ote Ifbulllt J J -----cJbull-rlt LJH lJ l A 7 5 4 --k Sean JAn11lt2 Maintenance Tag fo r Aerobic ( ) -----------r---

System installation Pipe checkhouse to tank_ _Clean-out at structureevery 50 ft 90 s __ Pipe checktank to drainfield (18-ftSDR 26 or Sch 40) r-TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

eparation Distances Prop Line _Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPon s __ Drainage EasementsSharp Slopes __ If over Recharge Zone check for recharge features __ Are the water lines cro ing tightline or within 10 feet of sy tern __ Have they been properly sleeved __ Are ther sewer lines cro ing under driveways sidewalks or within 5 ft of urface impro ement Have the sewer lines een properly sleeved __

otes

Final Inspection Tank(s) Backfilled __ System Backfilled __ ET Systems Class II backfill amp vegetative cover for tran piration in place __ Surface application area properly landscapedvegetation acceptable __

otes

Size of Installed DrainfieldSpray Area 3 reg S$ 9 ~ gpound4 -~ Check here to confinn that service agreement has been received entered and activated in CASST

Comal County OSSF Inspection Sheet

Permit ()G 4 9cJ Location-----m~y1--L-s__f_ ~oat _SJkutty__tf~~__L~_L____pound_1n~I_~A2o~N~J_____V~umiddott--w~~IJL~~middot~---~gt~oz3~1 Installer Name M r s~ f~ lm -J~ ~tgt ~ License

(if more than one installer is used list them according to inspection)

1st Inspection iM r- 4_11 1 ~ 2dlnspection Final Inspection ----------------(inspector initials amp date) (inspector initials amp date) (inspector initials amp date)

he~dilioo~in~~~mre~~~ ______________________________________________________ ~

Re-inspection fee owed ________________ __ Re-inspection fee paid ____________________ _

Existing soil conditions Sitesoil conditions match soil evaluation ---4--- Notes--------------------------------------------

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

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

Tank Inspection J 1 Tank set level amp watertight_K InletOutlet K Tank Size or GPD 50() ManufBrand f1A1r o Model Pump Tank Size Alarms Audible amp Visual __ Operational __ Is timer requiredprovided __ Chlorination requiredprovided __ Notes fie~ J - cbull cJo -e LJ e tl middotJ (Ap~ 75~ -kz San h~J~

Maintenance Tag for Aerobic ( ) ------------------System installation Pipe checkhouse to tank_ ___ Clean-out at structureevery 50 ft 90s __ Pipe checktank to drainfield __ (18-ftSDR 26 or Sch 40) TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel __ Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

Separation Distances Prop Lines_ Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPonds __ _ Drainage EasementsSharp Slopes__ If over Recharge Zone check for recharge features __ he there water lines crossing tightlinesor within 10 feet of system __ Have they been properly sleeved __ he 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 amp vegetative cover for transpiration in place __ Surface application area properly landscapedvegetation acceptable __ Notes

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

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

----------------------------- l Permit J(J Ct I 90 Location___~~___Pa84111JJL___~____r_ZJEB---IEL5oIIE----6~---It--

IrlstallerName S - ~ ~- License (J$ ()De (if more than one installer is used list them according to inspection)

1st Inspection lflr tlltflf 2ndlnspection vT-sit Itt Final Inspection f-1-- famp j _pound (inspector initials amp date) _ 1 (inspestor initfals amp da ___ t ___ e_ ) _ J_ (i~pector initialsamp date)

Are additional inspections required $ I [1 8 i( c Lbullh - ~ tJt1 cztl_ lt e 1

Re-inspection fee owed -------- I Re-inspection fee paid ----------

Existing soU conditions Sitesoil conditions match soil evaluation -(_Notes -----------------4--

System Description Aerobic with spray i Aerobic with drip emitters _ Low Pressure Dosing _ Absorptive drainfield Evapotranspirative ET) system __ Gravel-less drainfield piping __ Leaching chambers __ Soil substitution drainfield other ______________________ ---l_ Tank Inspection Tank set level amp watertightJ( InJetOutlet K Tank Size or GPD SiJIJ ManufBrand _ _ bull Model Pump Tank Size Alarms Audible amp Visual + Operational Is timer requiredprovided Chlorination requiredprovided ~ N A

Maintenance Tag for Aerobic ( fo ) ----------+--shySntem installation Pipe cheeklhouse to tank_lS_ Clean-out at structureevery SO ftJ90s __ Pipe checktank to drainfieldmiddot_ __ (18-ftSDR 26 or Sch 46) -- middot TrenchesExcavations WidthDepth TrenchesExcavations Level _ _ Pipe amp Gravel Slope within drainfieldspray area 2S__ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe $_ Spray irrigation area checked f--Notes~

Separation Distances I

Prop Unes+-- Water lines_ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversiPotJ ps __ Drainage EaSementsSharp Slopes __ If over Recharge Zone check for recharge features __ Are the ~water lines crossing tightlineslor within 10 feet of system __ Have they been properly sleeved __ Are ther sewer lines crossing under driveways sidewalks or within 5 ft of surface improvements ___ Have the sewer lines ~ ~en properly sleeved __ Notes

Final Inspection Tank(s) Backfilled System Backfilled ET Systems Class II backfill amp vegetative cover for transpiration in place __ _surfi_ middot ~ application ea properly landscapedvegetation acceptable Y A I w~ ~ ~~~

Size of lns1alled DrainfieldSpray Area 3 ~ ~ pound5_ -J wpound ill ILi Check here to confinn that service agreement has been received entered and activated in CASST

Comal County OSSF Inspection Sheet

Pennit ICJI 190 Location ms6bullt S1ollaquol I AwJ Vc w t1A Installer arne M r s-~f~~ Jm-Je Lo _ License gt ()DZ3 rl

(if more than one in taller is u ed list them according to inspection)

1st Inspection f1 r- li l t 2degdlnspection WT sIt t e Final Inspection

Are additio~~ s~tiu~~~~) sid ~msvot~ amp ~middot 11amp ~m-~-to-r---iru--ti-al-s-amp-1 ---da-t-e)-

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

Existing soil conditions Sit soil conditions match soil evaluation -4- Note ----------------------

Svstem Description Aerobic with spray _ Aerobic with drip emitters _ Low Pressure Dosing _ Ab orptive drainfield Evapotranspirative (ET) sy tern __ Gravel-le s drainfield piping __ Leaching chambers __ -t-

Soil sub titution drainfield other ------------------------~-

Tank Inspection ~J Tank set level amp watertight X InletOutlet K Tank Size or GPO 5M ManufBrand hu o Model Pump Tank Size AlarmsAudible amp Vi ual __ Operational_ 1 timer requiredprovided Chlorination requiredprovided __

ote Ifbulllt J J -----cJbull-rlt LJH lJ l A 7 5 4 --k Sean JAn11lt2 Maintenance Tag fo r Aerobic ( ) -----------r---

System installation Pipe checkhouse to tank_ _Clean-out at structureevery 50 ft 90 s __ Pipe checktank to drainfield (18-ftSDR 26 or Sch 40) r-TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

eparation Distances Prop Line _Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPon s __ Drainage EasementsSharp Slopes __ If over Recharge Zone check for recharge features __ Are the water lines cro ing tightline or within 10 feet of sy tern __ Have they been properly sleeved __ Are ther sewer lines cro ing under driveways sidewalks or within 5 ft of urface impro ement Have the sewer lines een properly sleeved __

otes

Final Inspection Tank(s) Backfilled __ System Backfilled __ ET Systems Class II backfill amp vegetative cover for tran piration in place __ Surface application area properly landscapedvegetation acceptable __

otes

Size of Installed DrainfieldSpray Area 3 reg S$ 9 ~ gpound4 -~ Check here to confinn that service agreement has been received entered and activated in CASST

Comal County OSSF Inspection Sheet

Permit ()G 4 9cJ Location-----m~y1--L-s__f_ ~oat _SJkutty__tf~~__L~_L____pound_1n~I_~A2o~N~J_____V~umiddott--w~~IJL~~middot~---~gt~oz3~1 Installer Name M r s~ f~ lm -J~ ~tgt ~ License

(if more than one installer is used list them according to inspection)

1st Inspection iM r- 4_11 1 ~ 2dlnspection Final Inspection ----------------(inspector initials amp date) (inspector initials amp date) (inspector initials amp date)

he~dilioo~in~~~mre~~~ ______________________________________________________ ~

Re-inspection fee owed ________________ __ Re-inspection fee paid ____________________ _

Existing soil conditions Sitesoil conditions match soil evaluation ---4--- Notes--------------------------------------------

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

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

Tank Inspection J 1 Tank set level amp watertight_K InletOutlet K Tank Size or GPD 50() ManufBrand f1A1r o Model Pump Tank Size Alarms Audible amp Visual __ Operational __ Is timer requiredprovided __ Chlorination requiredprovided __ Notes fie~ J - cbull cJo -e LJ e tl middotJ (Ap~ 75~ -kz San h~J~

Maintenance Tag for Aerobic ( ) ------------------System installation Pipe checkhouse to tank_ ___ Clean-out at structureevery 50 ft 90s __ Pipe checktank to drainfield __ (18-ftSDR 26 or Sch 40) TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel __ Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

Separation Distances Prop Lines_ Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPonds __ _ Drainage EasementsSharp Slopes__ If over Recharge Zone check for recharge features __ he there water lines crossing tightlinesor within 10 feet of system __ Have they been properly sleeved __ he 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 amp vegetative cover for transpiration in place __ Surface application area properly landscapedvegetation acceptable __ Notes

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

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

Comal County OSSF Inspection Sheet

Pennit ICJI 190 Location ms6bullt S1ollaquol I AwJ Vc w t1A Installer arne M r s-~f~~ Jm-Je Lo _ License gt ()DZ3 rl

(if more than one in taller is u ed list them according to inspection)

1st Inspection f1 r- li l t 2degdlnspection WT sIt t e Final Inspection

Are additio~~ s~tiu~~~~) sid ~msvot~ amp ~middot 11amp ~m-~-to-r---iru--ti-al-s-amp-1 ---da-t-e)-

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

Existing soil conditions Sit soil conditions match soil evaluation -4- Note ----------------------

Svstem Description Aerobic with spray _ Aerobic with drip emitters _ Low Pressure Dosing _ Ab orptive drainfield Evapotranspirative (ET) sy tern __ Gravel-le s drainfield piping __ Leaching chambers __ -t-

Soil sub titution drainfield other ------------------------~-

Tank Inspection ~J Tank set level amp watertight X InletOutlet K Tank Size or GPO 5M ManufBrand hu o Model Pump Tank Size AlarmsAudible amp Vi ual __ Operational_ 1 timer requiredprovided Chlorination requiredprovided __

ote Ifbulllt J J -----cJbull-rlt LJH lJ l A 7 5 4 --k Sean JAn11lt2 Maintenance Tag fo r Aerobic ( ) -----------r---

System installation Pipe checkhouse to tank_ _Clean-out at structureevery 50 ft 90 s __ Pipe checktank to drainfield (18-ftSDR 26 or Sch 40) r-TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

eparation Distances Prop Line _Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPon s __ Drainage EasementsSharp Slopes __ If over Recharge Zone check for recharge features __ Are the water lines cro ing tightline or within 10 feet of sy tern __ Have they been properly sleeved __ Are ther sewer lines cro ing under driveways sidewalks or within 5 ft of urface impro ement Have the sewer lines een properly sleeved __

otes

Final Inspection Tank(s) Backfilled __ System Backfilled __ ET Systems Class II backfill amp vegetative cover for tran piration in place __ Surface application area properly landscapedvegetation acceptable __

otes

Size of Installed DrainfieldSpray Area 3 reg S$ 9 ~ gpound4 -~ Check here to confinn that service agreement has been received entered and activated in CASST

Comal County OSSF Inspection Sheet

Permit ()G 4 9cJ Location-----m~y1--L-s__f_ ~oat _SJkutty__tf~~__L~_L____pound_1n~I_~A2o~N~J_____V~umiddott--w~~IJL~~middot~---~gt~oz3~1 Installer Name M r s~ f~ lm -J~ ~tgt ~ License

(if more than one installer is used list them according to inspection)

1st Inspection iM r- 4_11 1 ~ 2dlnspection Final Inspection ----------------(inspector initials amp date) (inspector initials amp date) (inspector initials amp date)

he~dilioo~in~~~mre~~~ ______________________________________________________ ~

Re-inspection fee owed ________________ __ Re-inspection fee paid ____________________ _

Existing soil conditions Sitesoil conditions match soil evaluation ---4--- Notes--------------------------------------------

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

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

Tank Inspection J 1 Tank set level amp watertight_K InletOutlet K Tank Size or GPD 50() ManufBrand f1A1r o Model Pump Tank Size Alarms Audible amp Visual __ Operational __ Is timer requiredprovided __ Chlorination requiredprovided __ Notes fie~ J - cbull cJo -e LJ e tl middotJ (Ap~ 75~ -kz San h~J~

Maintenance Tag for Aerobic ( ) ------------------System installation Pipe checkhouse to tank_ ___ Clean-out at structureevery 50 ft 90s __ Pipe checktank to drainfield __ (18-ftSDR 26 or Sch 40) TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel __ Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

Separation Distances Prop Lines_ Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPonds __ _ Drainage EasementsSharp Slopes__ If over Recharge Zone check for recharge features __ he there water lines crossing tightlinesor within 10 feet of system __ Have they been properly sleeved __ he 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 amp vegetative cover for transpiration in place __ Surface application area properly landscapedvegetation acceptable __ Notes

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

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

Comal County OSSF Inspection Sheet

Permit ()G 4 9cJ Location-----m~y1--L-s__f_ ~oat _SJkutty__tf~~__L~_L____pound_1n~I_~A2o~N~J_____V~umiddott--w~~IJL~~middot~---~gt~oz3~1 Installer Name M r s~ f~ lm -J~ ~tgt ~ License

(if more than one installer is used list them according to inspection)

1st Inspection iM r- 4_11 1 ~ 2dlnspection Final Inspection ----------------(inspector initials amp date) (inspector initials amp date) (inspector initials amp date)

he~dilioo~in~~~mre~~~ ______________________________________________________ ~

Re-inspection fee owed ________________ __ Re-inspection fee paid ____________________ _

Existing soil conditions Sitesoil conditions match soil evaluation ---4--- Notes--------------------------------------------

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

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

Tank Inspection J 1 Tank set level amp watertight_K InletOutlet K Tank Size or GPD 50() ManufBrand f1A1r o Model Pump Tank Size Alarms Audible amp Visual __ Operational __ Is timer requiredprovided __ Chlorination requiredprovided __ Notes fie~ J - cbull cJo -e LJ e tl middotJ (Ap~ 75~ -kz San h~J~

Maintenance Tag for Aerobic ( ) ------------------System installation Pipe checkhouse to tank_ ___ Clean-out at structureevery 50 ft 90s __ Pipe checktank to drainfield __ (18-ftSDR 26 or Sch 40) TrenchesExcavations WidthDepth TrenchesExcavations Level __ Pipe amp Gravel __ Slope within drainfieldspray area __ Leaching Chambers __ GeoTex __ Spray irrigation purple pipe __ Spray irrigation area checked __ Notes

Separation Distances Prop Lines_ Water lines _ _ Water Wells __ BldgsDrivewayImprovements __ CreeksRiversPonds __ _ Drainage EasementsSharp Slopes__ If over Recharge Zone check for recharge features __ he there water lines crossing tightlinesor within 10 feet of system __ Have they been properly sleeved __ he 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 amp vegetative cover for transpiration in place __ Surface application area properly landscapedvegetation acceptable __ Notes

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

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

Permit of Authorization to Construct an On-Site Sewage Facility

Permit Valid For One Year From Date Issued

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

rabsah

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Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

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4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

ATU affidavit ~-J~

Co mal

2017 042150 09 lJ

AFFI0yen11 TO THE PUWC

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couNry ENGINEeR

IC

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TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Maintenance agreement c5~ ~

121 Pond Vlew CourtS

91112017

11

RECEtVEEo

Spoundp 19 2017

couNry ENGINEeR

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

1

~p~~~E~~~_ 16159 Old Stable Rd San Antonio Texas 78247-4490 Frank Aguirre RS 2102757866 frankseptic45gmailcom Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 d~~ Revised 18 April2018

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-7041 8235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 4 BR 2750 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 300 gpd a 4 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

WATERSOURCE CLWS

SITE EVALUATION DATA A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture C The overall site suitability is not appropriate for a Standard on-site wastewater system

OVERALL SEPTIC SYSTEM COMPONENTS dJ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit ) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 500 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer

2

Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 150 gal each cycle At 12 gpm each cycle shall run for 13 minutes [NOTE WITH A HOUSE OF 300 GPD THE 500 GPD ATU IS EXPECTED TO FUNCTION PROPERLY AND WITHOUT CAUSING A NUISANCE OR HEALTH HAZARD] Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 4688 SF

The actual spray shall be 4983 SF and shall consist of three 23 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

Float Switch Placements

Actual liquid measurements 60 depth 60 length 60 width divid ing by 12 to go to feet 5 depth 5 length 5 width

Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity)

935 gal = 1558 galinch

60 depth ltlJ ~

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

Volume needed for a single dose= 300 gal2 = 150 gal

150 gal = 1 0 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume = 300 gal

300 gal = 20 needed between the On and Alarm switches 1558galin

Volume required above the alarm switch= 13 days volume= 100 gal

100 gal = 7 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 1 0 + Distance between the ON and Alarm switches = 20 + Distance between the Alarm switch and Inlet = 7

Minimum working depth required = 37 Actual working depth available = 60

+Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 45

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the system was designed

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed managed monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINIMUM

4

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owner s EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential -strength sewage are BOD-140 TSS - 75 FOG - 15 DO - 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TRE AT MENT TANK AERATION CHAVJlER

A ~ROB I C TREATME NT U IT

PU MP TANK

At least 1 3 gpd between alarm-on level and tank inlet

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Septic Systems Express

DBA of Frank Aguirre and Associates IncSeptic Systems Express

DBA of Frank Aguirre and Associates Inc

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COUNTy ENGINpoundER

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COUfTY ENGiNEER

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I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre Chris Heimann rebeccaeverviewhomescomSubject FW 106490 deficiency commentDate Tuesday April 17 2018 82807 AM

RE Lot 2169 Mystic Shores Unit Twenty FrankIn order to continue processing this permit we need the following information

1 It has come to our attention that the house on the referenced property is actually a 4bedroom 2570 square foot home

2 Based on the first inspection that was completed on April 11 2018 it appears there isa discrepancy on the actual tank size being used

3 Please revise your planning materials accordingly and resubmit to our office 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 Faxwwwcceoorg

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

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I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre Chris Heimann rebeccaeverviewhomescomSubject FW 106490 deficiency commentDate Tuesday April 17 2018 82807 AM

RE Lot 2169 Mystic Shores Unit Twenty FrankIn order to continue processing this permit we need the following information

1 It has come to our attention that the house on the referenced property is actually a 4bedroom 2570 square foot home

2 Based on the first inspection that was completed on April 11 2018 it appears there isa discrepancy on the actual tank size being used

3 Please revise your planning materials accordingly and resubmit to our office 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 Faxwwwcceoorg

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre Chris Heimann rebeccaeverviewhomescomSubject FW 106490 deficiency commentDate Tuesday April 17 2018 82807 AM

RE Lot 2169 Mystic Shores Unit Twenty FrankIn order to continue processing this permit we need the following information

1 It has come to our attention that the house on the referenced property is actually a 4bedroom 2570 square foot home

2 Based on the first inspection that was completed on April 11 2018 it appears there isa discrepancy on the actual tank size being used

3 Please revise your planning materials accordingly and resubmit to our office 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 Faxwwwcceoorg

From Hernandez SandraTo Frank Aguirre Chris Heimann rebeccaeverviewhomescomSubject FW 106490 deficiency commentDate Tuesday April 17 2018 82807 AM

RE Lot 2169 Mystic Shores Unit Twenty FrankIn order to continue processing this permit we need the following information

1 It has come to our attention that the house on the referenced property is actually a 4bedroom 2570 square foot home

2 Based on the first inspection that was completed on April 11 2018 it appears there isa discrepancy on the actual tank size being used

3 Please revise your planning materials accordingly and resubmit to our office 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 Faxwwwcceoorg

From Salazar PedroTo Hernandez SandraSubject Fwd Septic Permit and Inspection - 121 Pond View CourtDate Monday April 16 2018 60933 PMAttachments 106490pdf

SandraPlease read

Best Regards

Pedro SalazarComal CountyGIS Manager956-521-3255

---------- Forwarded message ----------From Lisa ltutex1983aolcomgtDate Mon Apr 16 2018 at 551 PM -0500Subject Septic Permit and Inspection - 121 Pond View CourtTo Salazar Pedro ltsalazpcocomaltxusgt

Hello Irsquom purchasing a home from Everview Homes in Mystic Shores at 121 Pond View Court When theseptic permit was first filed the square footage and bedrooms were incorrect They were initiallycorrect but for some reason later revised I contacted the builder and was informed that a revisedpermit would not be submitted but that the inspector would note this when the inspection wasperformed and that the permit would be issued with the proper bedrooms and square footage I see that the status has now changed to Inspected so I want to make sure that the permit is issuedand was inspected for the proper square footage The home is a single story 2570 square feet homewith 4 bedrooms and 3 bathrooms Irsquove attached the permit information for your reference Please contact me if there is anything I need to be aware of or request the builder to completebefore closing I have my final walk through on 420 and closing on 424 so if you can contact mebefore then that would be appreciated Thank you Lisa Powers Sent from Mail for Windows 10

Permit of Authorization to Construct an On-Site Sewage Facility

Permit Valid For One Year From Date Issued

106490

ACSBLDR Inc

121 POND VIEW CT

SPRING BRANCH TX 78070

Mystic Shores

20

2169

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

09262017

Hernandez Sandra

From Chris Heimann [chrisseptic70gmailcom] Tuesday September 26 2017 1114 AM Hernandez Sandra

Sent To Subject Revised Application 1 06490

I~ 11 1 PMII S76

Shltn~ Uuil ZQ_ __ _ L0111511 Blo

_ I III ----------- -Birn t~lolllrcsbull 121 ond Cit~ 5p~flg Arbulln Zip 76070

1yptl or Davatapmaat

11 Su~o foruif Rtts~dornol

yplti I Conolw iHc11ae Mobllo V Clc t F_=_bullbull_ __________ _

NIJIIUIIt OIDIIlOOI_ _3_~~ l bulllt~cato Sq ~I oilJCCAIM 2367

C Commonbullbull lt1lt lrurtrtu onot F~gttiiiY 1r11rg I bull mJIII lrilw oiiampJrtflbullk 1111111 tt lor ocuctng le regt=IJI lw~d ~ltlfbulln-n b hbullHinwn~ oil IJO ftd Ptampal WH

Typo oFoiMity ----------shyc FOCI Chu gtchcols Polllts Elc bull rampJun l 0 cu~

Ho lA middotbull ~ N I ITlllaquo a l Qods

E 111111t11 C I COno1noclonn S2e1 006 tS1ructvre Ont)bulll

1gt bullII) pnmcn ol no prouogtlld OSSF luc1lt10d In Un~ 5 101 Armt C01ps ol ~middotbull (V iE) -Ibull aao

J ~ 18] No

1

Hernandez Sandra

From Chris Heimann [chrisseptic70gmailcom] Tuesday September 26 2017 1114 AM Hernandez Sandra

Sent To Subject Revised Application 1 06490

I~ 11 1 PMII S76

Shltn~ Uuil ZQ_ __ _ L0111511 Blo

_ I III ----------- -Birn t~lolllrcsbull 121 ond Cit~ 5p~flg Arbulln Zip 76070

1yptl or Davatapmaat

11 Su~o foruif Rtts~dornol

yplti I Conolw iHc11ae Mobllo V Clc t F_=_bullbull_ __________ _

NIJIIUIIt OIDIIlOOI_ _3_~~ l bulllt~cato Sq ~I oilJCCAIM 2367

C Commonbullbull lt1lt lrurtrtu onot F~gttiiiY 1r11rg I bull mJIII lrilw oiiampJrtflbullk 1111111 tt lor ocuctng le regt=IJI lw~d ~ltlfbulln-n b hbullHinwn~ oil IJO ftd Ptampal WH

Typo oFoiMity ----------shyc FOCI Chu gtchcols Polllts Elc bull rampJun l 0 cu~

Ho lA middotbull ~ N I ITlllaquo a l Qods

E 111111t11 C I COno1noclonn S2e1 006 tS1ructvre Ont)bulll

1gt bullII) pnmcn ol no prouogtlld OSSF luc1lt10d In Un~ 5 101 Armt C01ps ol ~middotbull (V iE) -Ibull aao

J ~ 18] No

1

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

ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Planning Materials amp Site Evaluation as Required Completed By ampit- A a v ttzttE

A---1 ~ co-_ System Description V Jn~n

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

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

Tank Size(s) (Gallons) --Zt--~-=0__ _____ _ AbsorptionApplication Area (Sq Ft) _ L____9----5-o----lff-1r-1rr=-shy~EcEtVeo

Spoundp 19 2017 Gallons Per Day (As Per TCEQ Table Ill) _ lZamp0=-----(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 0 Yes 0No COtJNty

(If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the propertyJ2t Yes D No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP DYes 0 No

(If yes the RS or PE 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 0 Yes D No

Is there an existing TCEQ approval CZP for the property 0 Yes Ja No

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP DYes 12tNo

(If yes the RS or PE 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 12(No

If yes indicate the city L-----------------------------------~

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

sJ~ 0~ t Iamp~ U 17 195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of 2 Revised March 2015

ATU affidavit ~-J~

Co mal

2017 042150 09 lJ

AFFI0yen11 TO THE PUWC

____ snn TnAs

CEJITlfiCA a ON-Silt IEWIIIlf 11IITlES I PJNG MAI1lM

nUll (blah tlaQJ ute for Oromiddot reb departm of =_ __

17 1 5832

I tDJOT ll Ad tratl19 COltIe 21gt91 112r wi ~1 lied

IS OS~F IIIS be ltXJ~rad ~ ptrformld by bullo -~----

SWOIIII TO AND tiMeR ED 8EF01l[ ld 011

10

RECEfl~Eo

Spoundp lg 2017

couN E NGfVfEER

Maintenance agreement c5~ ~

121 Pond Vlew CourtS

91112017

11

RECEtVEEo

Spoundp 19 2017

couNry ENGINEeR

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

ATU affidavit ~-J~

Co mal

2017 042150 09 lJ

AFFI0yen11 TO THE PUWC

____ snn TnAs

CEJITlfiCA a ON-Silt IEWIIIlf 11IITlES I PJNG MAI1lM

nUll (blah tlaQJ ute for Oromiddot reb departm of =_ __

17 1 5832

I tDJOT ll Ad tratl19 COltIe 21gt91 112r wi ~1 lied

IS OS~F IIIS be ltXJ~rad ~ ptrformld by bullo -~----

SWOIIII TO AND tiMeR ED 8EF01l[ ld 011

10

RECEfl~Eo

Spoundp lg 2017

couN E NGfVfEER

Maintenance agreement c5~ ~

121 Pond Vlew CourtS

91112017

11

RECEtVEEo

Spoundp 19 2017

couNry ENGINEeR

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Maintenance agreement c5~ ~

121 Pond Vlew CourtS

91112017

11

RECEtVEEo

Spoundp 19 2017

couNry ENGINEeR

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

IC

l7WOil811 oR Jtll9l

TapsOwner Guide

a~svstem

12

RECEIVED

~EP l9 2017

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

13

Site evaluation J_~ ~

Applicantsite RECEI~r-o Name ACSBLDRS c

Location 121 Pond View Court SEP l 9 20t7 Date 12 September 2017

Site Evaluator Chris Heimann 16724 Lily Crest San Antonio Texas 78232Lic(ampuNr 32694 Expires 420 y ENGIIJtER

SQil BorinelHI~koc Pit Numbermiddot 1 Surface Elevation Propo$ed Depth Elev~tion

Depth t JCtur Class Gr 11 I Observation Not~ (Fltctl

So II T Xtti re (la lb llll iIVI 1bull1bull d nT IIUt ( bu

A-etricti~ Horizo )ire of ra vc1 Croundwi1er 1

lsllorll) Motlllnc Fro-urld Rn(k IIUIIt We~tht r IIC)

-0 gt4middot middotmiddotmiddotmiddot 2

0 Class IV 3 lime- Class IV

4 stone s 6 No test holes

Soil Boring Backhoe Pit Number~ suiiace Elevation Proposed Depth Elevation

oopth TextiJre C liSS Gravel Ob rv tlon Notes Soil Texture

[lalblllll IV) RO Ulr d wflcn Ttihlr Ia$$ llln trlcbvr odrQn)llc oiGra lGrQltI Jlt r (Feet) b l or llll MOtllirC k MI81e4 Rock Rlttenl w thrr etrl

0 1

2 3 4

Same Same Same Same

5 [6

By mv signature I heretJv ltertifv t at the information provided in this report is based o my site observatlo s and r accur tc to the best of my d dityl tmd rlind t at any m is representation of the information contame(l in t i$ report may be groun ~ o revokP or SU$pend my li en$

Thet i(f evaluation dete mined the s e is ~uitable fo a spray dlsposa yslern With JS t dlment According to Table XIII the site is suitable not suitable tor thi~ propos d

vstem A co v of Tab I IX and XIII have b en lVen to he pro rtv owner to 1n orm the o o he alte ives based

upon the results of this site evaluation

_- See above ~I- (_f-- - tltEQPE lk I

See above Dilte ___ ~--

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

bull 0

bull ~

11

f ]

bull bull

1

6

REcErveo

SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

1 -II I I

i I --I --I -

bull H~

A-6 I I

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

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SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

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SEP 1 9 2017

COUfTY ENGiNEER

i I

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I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

bull 0

bull ~

11

f ]

bull bull

1

6

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SEP 1 9 2017

COUNTy ENGINpoundER

Satellite

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

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I

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I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

7

RECEfVEO

SEP 1 9 2017

COUfTY ENGiNEER

i I

~ I

l II

11111 I I IIIJiiCIT

I

u 1E Lot

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A-6 I I

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I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

5

I hereby certify that this design conforms to both TCEQ and local regulations for OnshySite Sewage Facilities and with proper use maintenance and under normal climatic conditions can be expected to function without creating a nuisance

Sincerely

Frank Aguirre Registered Sanitarian Lie 994 SE 10807 DR 30400 Chris Heimann SE 32694 DR 32589

Flood zone Aquifer map

middot~

~

RECENED

SEP 19 2017

COUNTY ENGINIER

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

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

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

Date September 14 2017 Permit 0 CaLf q-i) Owner Name ACSBLDR INC Agent Name Frank Aguirre

----~~----------------------Mailing Address 8235 Agora Pkwy Ste 111-PMB 576

City State Zip Selma TX 78154

Phone 619-456-7041

Agent Address 16159 Old Stable Rd

City State Zip San Antonio TX 78247

Phone 210-275-7866 -------------------------------Email Rebeccaeverviewhomes com Email frankseptic45gmailcom

All correspondence should be sent to D Owner D Agent 181 Both Method D Mail 181 Email

Subdivision Name Mystic Shores ~------------------------

Unit 20 ---------- Lot 2169 Block ---------

AcreageLegal --------------------------------------------------------------------Street NameAddress 121 Pond View City Spring Branch Zip 78070 ------------------------------

Type of Development

18] Single Family Residential

Type of Construction (House Mobile RV Etc) Frame ------------------------------Number of Bedrooms 4 ------Indicate Sq Ft of Living Area 2570 ------

D Commercial or Institutional Facility

(Planning materials must show adequate land area for doubling the required land needed for treatmeillhlfiifS

Hotel Motel Hos middot ursing Home - Indicate Number of Beds ----------------------------------

I Estimated Cost of Construction $261 000 (Structure Only) __ _______ _ Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement

0 Yes IZl No

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

Source of Water [81 Public D Private Well

Are Water Saving Devices Being Utilized Within the Residence [81 Yes D No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authorization to

ct vi n d until the Floodplain Administrator has performed the reviews required by the Co mal County Flood Damage

04 13 Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830 608-2090 Fax (830 608-2078 Revlseo January 2016

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

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

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

Date September 14 2017 Permit 0 CaLf q-i) Owner Name ACSBLDR INC Agent Name Frank Aguirre

----~~----------------------Mailing Address 8235 Agora Pkwy Ste 111-PMB 576

City State Zip Selma TX 78154

Phone 619-456-7041

Agent Address 16159 Old Stable Rd

City State Zip San Antonio TX 78247

Phone 210-275-7866 -------------------------------Email Rebeccaeverviewhomes com Email frankseptic45gmailcom

All correspondence should be sent to D Owner D Agent 181 Both Method D Mail 181 Email

Subdivision Name Mystic Shores ~------------------------

Unit 20 ---------- Lot 2169 Block ---------

AcreageLegal --------------------------------------------------------------------Street NameAddress 121 Pond View City Spring Branch Zip 78070 ------------------------------

Type of Development

18] Single Family Residential

Type of Construction (House Mobile RV Etc) Frame ------------------------------Number of Bedrooms 4 ------Indicate Sq Ft of Living Area 2570 ------

D Commercial or Institutional Facility

(Planning materials must show adequate land area for doubling the required land needed for treatmeillhlfiifS

Hotel Motel Hos middot ursing Home - Indicate Number of Beds ----------------------------------

I Estimated Cost of Construction $261 000 (Structure Only) __ _______ _ Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement

0 Yes IZl No

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

Source of Water [81 Public D Private Well

Are Water Saving Devices Being Utilized Within the Residence [81 Yes D No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authorization to

ct vi n d until the Floodplain Administrator has performed the reviews required by the Co mal County Flood Damage

04 13 Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830 608-2090 Fax (830 608-2078 Revlseo January 2016

8

Property deed J-J ~ RECEIVED

SEP 1 9 2017

COUNTY ENGINeE

G Dll)r

lm ira 1 111nauu

TEXAS Of BJXAII

lo bull OF lltS COIINTY (]F liE II

9

SEPll

COUNTY EN

WlEDC middotbull r

Hernandez Sandra

From Chris Heimann [chrisseptic70gmailcom] Tuesday September 26 2017 1114 AM Hernandez Sandra

Sent To Subject Revised Application 1 06490

I~ 11 1 PMII S76

Shltn~ Uuil ZQ_ __ _ L0111511 Blo

_ I III ----------- -Birn t~lolllrcsbull 121 ond Cit~ 5p~flg Arbulln Zip 76070

1yptl or Davatapmaat

11 Su~o foruif Rtts~dornol

yplti I Conolw iHc11ae Mobllo V Clc t F_=_bullbull_ __________ _

NIJIIUIIt OIDIIlOOI_ _3_~~ l bulllt~cato Sq ~I oilJCCAIM 2367

C Commonbullbull lt1lt lrurtrtu onot F~gttiiiY 1r11rg I bull mJIII lrilw oiiampJrtflbullk 1111111 tt lor ocuctng le regt=IJI lw~d ~ltlfbulln-n b hbullHinwn~ oil IJO ftd Ptampal WH

Typo oFoiMity ----------shyc FOCI Chu gtchcols Polllts Elc bull rampJun l 0 cu~

Ho lA middotbull ~ N I ITlllaquo a l Qods

E 111111t11 C I COno1noclonn S2e1 006 tS1ructvre Ont)bulll

1gt bullII) pnmcn ol no prouogtlld OSSF luc1lt10d In Un~ 5 101 Armt C01ps ol ~middotbull (V iE) -Ibull aao

J ~ 18] No

1

lm ira 1 111nauu

TEXAS Of BJXAII

lo bull OF lltS COIINTY (]F liE II

9

SEPll

COUNTY EN

WlEDC middotbull r

Hernandez Sandra

From Chris Heimann [chrisseptic70gmailcom] Tuesday September 26 2017 1114 AM Hernandez Sandra

Sent To Subject Revised Application 1 06490

I~ 11 1 PMII S76

Shltn~ Uuil ZQ_ __ _ L0111511 Blo

_ I III ----------- -Birn t~lolllrcsbull 121 ond Cit~ 5p~flg Arbulln Zip 76070

1yptl or Davatapmaat

11 Su~o foruif Rtts~dornol

yplti I Conolw iHc11ae Mobllo V Clc t F_=_bullbull_ __________ _

NIJIIUIIt OIDIIlOOI_ _3_~~ l bulllt~cato Sq ~I oilJCCAIM 2367

C Commonbullbull lt1lt lrurtrtu onot F~gttiiiY 1r11rg I bull mJIII lrilw oiiampJrtflbullk 1111111 tt lor ocuctng le regt=IJI lw~d ~ltlfbulln-n b hbullHinwn~ oil IJO ftd Ptampal WH

Typo oFoiMity ----------shyc FOCI Chu gtchcols Polllts Elc bull rampJun l 0 cu~

Ho lA middotbull ~ N I ITlllaquo a l Qods

E 111111t11 C I COno1noclonn S2e1 006 tS1ructvre Ont)bulll

1gt bullII) pnmcn ol no prouogtlld OSSF luc1lt10d In Un~ 5 101 Armt C01ps ol ~middotbull (V iE) -Ibull aao

J ~ 18] No

1

Hernandez Sandra

From Chris Heimann [chrisseptic70gmailcom] Tuesday September 26 2017 1114 AM Hernandez Sandra

Sent To Subject Revised Application 1 06490

I~ 11 1 PMII S76

Shltn~ Uuil ZQ_ __ _ L0111511 Blo

_ I III ----------- -Birn t~lolllrcsbull 121 ond Cit~ 5p~flg Arbulln Zip 76070

1yptl or Davatapmaat

11 Su~o foruif Rtts~dornol

yplti I Conolw iHc11ae Mobllo V Clc t F_=_bullbull_ __________ _

NIJIIUIIt OIDIIlOOI_ _3_~~ l bulllt~cato Sq ~I oilJCCAIM 2367

C Commonbullbull lt1lt lrurtrtu onot F~gttiiiY 1r11rg I bull mJIII lrilw oiiampJrtflbullk 1111111 tt lor ocuctng le regt=IJI lw~d ~ltlfbulln-n b hbullHinwn~ oil IJO ftd Ptampal WH

Typo oFoiMity ----------shyc FOCI Chu gtchcols Polllts Elc bull rampJun l 0 cu~

Ho lA middotbull ~ N I ITlllaquo a l Qods

E 111111t11 C I COno1noclonn S2e1 006 tS1ructvre Ont)bulll

1gt bullII) pnmcn ol no prouogtlld OSSF luc1lt10d In Un~ 5 101 Armt C01ps ol ~middotbull (V iE) -Ibull aao

J ~ 18] No

1

2

WATER SOURCE CLWS

SITE EVALUATION DATA

RECEIVED

SEP 19 2017 A This certifies that proper soil analysis procedures were followed B Soils at this site are Class IV and are not suitable with respect to texture~0UNry ENGtN~E C The overall site suitability is not appropriate for a Standard on-site wastewater R system

OVERALL SEPTIC SYSTEM COMPONENTS JJ ~

Collection (It is crucial that all sewer drops existing in this homebuilding be as shallow as possible still meeting elevation plumbing requirements in the slab This design assumes a shallow sewer drop exit) About 1 0 of tightline from the house to the ATU with a cleanout within 3 of the house

Pre-treatment Single compartment (trash) tank in front of the ATU Treatment 750 gpd ATU (aerobic treatment unit) with disinfection The system to be installed must be done so in STRICT ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS by a Class II septic system installer Water pump requirements Must overcome an elevation head of 6 a friction head of 8 and a maximum head at the spray head of 45 for a total head of 59 It shall operate the spray heads at two application times (operated by a control box using a timer) - 12 midnight and 4 am cycles of 120 gal each cycle At 12 gpm each cycle shall run for 10 minutes

Supply line size 1 Sprayheads K-rain 1303 RCW or equal Recycling The required spray area for this size of residence is 3750 SF

The actual spray shall be 4155 SF and shall consist of three 21 full circle sprays at 4 gpm for a total of 12 gpm

The spray area shall be covered with grasses evergreen shrubs bushes trees or landscaped beds containing mixed vegetation

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

Float Switch Placements dJ ~

Actual liquid measurements 60 depth 60 length 60 width dividing by 12 to go to feet 5 depth 5 length 5 width Capacity in CF = 5 x 5 x 5 = 125 CF X 748 galCF = 935 gal (Actual tank capacity) 935 gal = 1558 galinch

60 depth

Volume needed for a single dose = 240 gal2 = 120 gal

120 gal = 8 needed between the Off and On switches 1558 galin

Volume needed between the On and Alarm switches= 1 days volume= 240 gal

240 gal = 15 needed between the On and Alarm switches 1558 galin

Volume required above the alarm switch = 13 days volume= 80 gal

80 gal = 6 needed above the alarm switch 1558 galin

Locations of float switches Distance between the OFF and ON switches = 8 +Distance between the ON and Alarm switches= 15 + Distance between the Alarm switch and Inlet = 6 Minimum working depth required = 29 Actual working depth available = 60 +Min height needed above floor of tank for the OFF switch = 8 Minimum tank depth from Inlet to bottom of tank = 37

CODE COMPLIANCE Everyone realizes that the QUALITY of sewage from a restaurant is more to treat than that from a residence because of the presence of FOG - fats oils and greases But not enough attention is given to the fact that HOME sewage can also include high FOG contents from cosmetics bath oils suntan lotion etc in addition to cooking greases and food scraps Medications taken by persons living in the home bleaches and non-eaten plastics and paper can also play havoc with the septic system

3

Technical note Home sewage should have no higher than 60 mgl in Total Suspended Solids 20 mgl in FOG and 300 mgl in BOD Exceeding any of these limits can cause serious damage and malfunction to the septic system in addition to that causes my more VOLUME of sewage than that for which the s stem was desi ned

4

RECEIVED

Aerobic Treatment Units (ATUs) must be approved by the TCEQ and installed manage~EP 1 9 2017 monitored and maintained in accordance with manufacturers recommendations All wiring and piping must be in accordance with Ch 285 septic system regulations as a MINI~MNTY E

It is not within the scope of this document to cite all the engineering and construction standards that apply to this project This is a PERFORMANCE design that is modeled to meet

1 All septic regulations of the Texas Commission On Environment Quality Chap 285 version of 28 Dec 2012 and middot

2 All construction standards that are generally accepted with the septic system industry and

3 All requirements as stated by the local inspection jurisdiction in which the property sits

BEST PRACTICES It is the opinion of this designer that both state and local jurisdiction requirements represent MINIMUM government regulations that may or may not result in a septic system that meets the property owners EXPECTATIONS of it providing dependable long-lasting service Therefore the property owner should consider some of the many UPGRADES that are available from the INDUSTRY and the MANUFACTURERS side of the project As part of the best practices thrust ALL septic systems of all types can deliver long-lasting dependable service IF and ONLY IF the owner of the system includes these three items

a Management - The sewage that is sent to the system must be within both its quantitative and qualitative design limits

b Monitoring - Every system must be closely watched for any signs of failure The best monitoring includes specific measurements of its various characteristics

c Maintenance - The system must be properly maintained on a regularly scheduled basis by a qualified and licensed person

Chemical characteristics The parameters of typical residential-strength sewage are BOD-140 TSS - 75 FOG - 15 DO- 5 pH - 7 and temp 59 Generic cross-section of a typical ATU

PRE-TREATMENT I A K AERAllON CHAit ER

JeiAlCN7

AEROBIC TREATMENT UNIT

PUMP TANK

At least 113 gpd between alarm-on level and tank inlet

GINE-ER

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

ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Planning Materials amp Site Evaluation as Required Completed By ampit- A a v ttzttE

A---1 ~ co-_ System Description V Jn~n

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

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

Tank Size(s) (Gallons) --Zt--~-=0__ _____ _ AbsorptionApplication Area (Sq Ft) _ L____9----5-o----lff-1r-1rr=-shy~EcEtVeo

Spoundp 19 2017 Gallons Per Day (As Per TCEQ Table Ill) _ lZamp0=-----(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 0 Yes 0No COtJNty

(If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the propertyJ2t Yes D No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP DYes 0 No

(If yes the RS or PE 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 0 Yes D No

Is there an existing TCEQ approval CZP for the property 0 Yes Ja No

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP DYes 12tNo

(If yes the RS or PE 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 12(No

If yes indicate the city L-----------------------------------~

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

sJ~ 0~ t Iamp~ U 17 195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of 2 Revised March 2015

Septic Systems Express

DBA of Frank Aguirre and Associates IncSeptic Systems Express

DBA of Frank Aguirre and Associates Inc

_ 250 liL_Utility easemen_t _

Septic Systems Express DBA of Frank Aguirre and Associates Inc

121 POND VIEW COURT

I I I I I I I_

Note The contractor may make field adjustments to the system so as to better fit specific site conditions All angles lengths and locations shown are approximate and are adjustable during the

85

RECEIVED

SEP 19 2011

COUNTY ENGINEER 1 = 60

ACSBLDRS 12 SEPTEMBER 2017

A = plusmn 1 0 of 4 Sch 40 tightline with a cleanout within 3 of house 8 = Pre-treatment tank 750 gpd A TLJ chlorinator and pump tank C = plusmn 120 of 1 supply line 0 = 21 radius full circle

Spray field 21 radius full circle = 1385 SF Three 21 full circles = 4155 SF

RS 994 OS10807 DR 30400

Lot 2169 Mystic Shores Unit 20

From Hernandez SandraTo Frank Aguirre rebeccaeverviewhomescomSubject 106490 deficiency commentDate Monday September 25 2017 32104 PMAttachments Pages from 106490-3pdf

RE Lot 2169 Mystic Shores Unit Twenty FrankWe received planning materials for the referenced permit application on September 18 2017and found those planning materials to be deficient In order to continue processing thispermit we need the following information

1 It appears there is a discrepancy on the square footage and number of bedrooms to beused Revise accordingly and resubmit

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

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

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

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

Date September 14 2017 Permit 0 CaLf q-i) Owner Name ACSBLDR INC Agent Name Frank Aguirre

----~~----------------------Mailing Address 8235 Agora Pkwy Ste 111-PMB 576

City State Zip Selma TX 78154

Phone 619-456-7041

Agent Address 16159 Old Stable Rd

City State Zip San Antonio TX 78247

Phone 210-275-7866 -------------------------------Email Rebeccaeverviewhomes com Email frankseptic45gmailcom

All correspondence should be sent to D Owner D Agent 181 Both Method D Mail 181 Email

Subdivision Name Mystic Shores ~------------------------

Unit 20 ---------- Lot 2169 Block ---------

AcreageLegal --------------------------------------------------------------------Street NameAddress 121 Pond View City Spring Branch Zip 78070 ------------------------------

Type of Development

18] Single Family Residential

Type of Construction (House Mobile RV Etc) Frame ------------------------------Number of Bedrooms 4 ------Indicate Sq Ft of Living Area 2570 ------

D Commercial or Institutional Facility

(Planning materials must show adequate land area for doubling the required land needed for treatmeillhlfiifS

Hotel Motel Hos middot ursing Home - Indicate Number of Beds ----------------------------------

I Estimated Cost of Construction $261 000 (Structure Only) __ _______ _ Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement

0 Yes IZl No

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

Source of Water [81 Public D Private Well

Are Water Saving Devices Being Utilized Within the Residence [81 Yes D No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authorization to

ct vi n d until the Floodplain Administrator has performed the reviews required by the Co mal County Flood Damage

04 13 Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830 608-2090 Fax (830 608-2078 Revlseo January 2016

1

REcfEIIfEo

~P~~~~~~~ SEp 19 20tJ

16159 Old Stable Rd Frank Aguirre RS

San Antonio Texas 78247-4490Coun-y ENG 2102757866 frankseotic45reggmailcoHVtER

Chris Heimann SE DR 2108230507 chrisseptic70gmailcom

PLANNING MATERIALS FOR A SEPTIC SYSTEM IN COMAL COUNTY

DATE FIELD WORK 12 September 2017 ~~~

THE PLAYERS Property owner ACSBLDRS Rebecca Schouten rebeccaeverviewhomescom (619)456-70418235 Agora Parkway suite 111 PMB 576 Selma Texas 78154

Site Evaluator Chris Heimann SE 32694 Designer Frank Aguirre RS Lie 994

Septic system design review amp inspections Comal County Brenda Ritzen or Sandra Hernandez 8306082090

THE PROPERTY Street numerical address 121 Pond View Drive Legal description Lot 2169 Mystic Shores Unit 20

Contributing zone The property is on the Contributing zone and the septic system design complies with all the provisions of the existing CZP

THE PROPOSED PROJECT A single family residence 3 BR 2367 SF

THE ESTIMATE SEWAGE PRODUCTION CHARACTERISTICS Hydraulic loading estimated at 240 gpd a3 BR home Organic loading estimated at 140 to 300 mgl BOD with traces of FOG and TSS (residential strength)

DESCRIPTION OF PROPOSED MONITORING OF SEWAGE CHARACTERISTICS Hydraulic loading as the major portion of the water meter reading

TARGET FINAL EFFLUENT PARAMETERS Hydraulic loading less than the estimated loading on ANY GIVEN DAY Organic loading BOD and TSS of less than 65 mgl

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

ON-SITE SEWAGE FACIUTY AND UCENSE TO OPERATE

Date September 14 2017 Permit 0 CaLf q-i) Owner Name ACSBLDR INC Agent Name Frank Aguirre

----~~----------------------Mailing Address 8235 Agora Pkwy Ste 111-PMB 576

City State Zip Selma TX 78154

Phone 619-456-7041

Agent Address 16159 Old Stable Rd

City State Zip San Antonio TX 78247

Phone 210-275-7866 -------------------------------Email Rebeccaeverviewhomes com Email frankseptic45gmailcom

All correspondence should be sent to D Owner D Agent 181 Both Method D Mail 181 Email

Subdivision Name Mystic Shores ~------------------------

Unit 20 ---------- Lot 2169 Block ---------

AcreageLegal --------------------------------------------------------------------Street NameAddress 121 Pond View City Spring Branch Zip 78070 ------------------------------

Type of Development

18] Single Family Residential

Type of Construction (House Mobile RV Etc) Frame ------------------------------Number of Bedrooms 4 ------Indicate Sq Ft of Living Area 2570 ------

D Commercial or Institutional Facility

(Planning materials must show adequate land area for doubling the required land needed for treatmeillhlfiifS

Hotel Motel Hos middot ursing Home - Indicate Number of Beds ----------------------------------

I Estimated Cost of Construction $261 000 (Structure Only) __ _______ _ Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement

0 Yes IZl No

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

Source of Water [81 Public D Private Well

Are Water Saving Devices Being Utilized Within the Residence [81 Yes D No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authorization to

ct vi n d until the Floodplain Administrator has performed the reviews required by the Co mal County Flood Damage

04 13 Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830 608-2090 Fax (830 608-2078 Revlseo January 2016

8

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