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COMAL COUNTY
License to Operate On-Site Sewage Treatment and Disposal Facility Issued This Date: 04/17/2020 Permit Number: 110424
Location Description: 1700 CANYON LAKE DR CANYON LAKE, TX 78133 Subdivision: Canyon Lake Hills Unit: I Lot: 733 Block: Acreage:
Type of System: Aerobic Surface Irrigation
Issued to: Milt A. & Pamela S. Schutt
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 Coma! County, Texas, and the Texas Commission on Environmental Quality.
The license grants permission to operate the facility. It does not guarantee successful operation. It is the responsibility of the owner to maintain and operate the facility in a satisfactory manner.
Alterations to this permit including, but not limited to: - Increase in the square feet of living area - Increase in the number of bedrooms - A change of use (i .e. residential to commercial) - Relocation of system components (including the relocation of spray heads) - Installation of landscaping - Adding new structures to the system may require a new permit. It is the responsibility of the owner to apply for a new perm it, if applicable.
Inspection and licensing of a faci li ty 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 Health ~~- OS8497 ENVIRONMENTAL HEALTH INSPECTOR ENVIRONMENTAL HEALTH COORDINATOR
04-13-2020 B. Olvera
04-13-2020 BMO Operational Ready for Cover
04-13-20 04-13-20 Permit of Authorization to Construct an On-Site Sewage Facility Permit Valid For One Year From Date Issued
Permit Number: 110424
Issued This Date: 02/27/2020
This permit is hereby given to: Milt A. & Pamela S. Schutt
To start construction of a private, on-site sewage facility located at:
1700 CANYON LAKE DR CANYON LAKE, TX 78133
Subdivision: Canyon Lake Hills Unit: 1 Lot: 733 Block: Acreage:
APPROVED MINIMUM SIZES AS PER ATTACHED DESIGN
Type of System: Aerobic Surface Irrigation
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. * * * CO MAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH * * * APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date January 23, 2020 ------~--~------Permit # _ __,,~1 1...._.6'--41-:.)~~'-----
Owner Name MILT A. & PAMELA S. SCHUTT Agent Name GREG W. JOHNSON, P.E. Mailing Address 1611 MONARCH BEACH DRIVE Agent Address 170 HOLLOW OAK City, State, Zip KATY, TEXAS 77494 City, State, Zip NEW BRAUNFELS, TX 78132 Phone# 281-848-5236 Phone# (830) 905-2778
Email pamela.schutt@technip{mc.com Email [email protected]
All correspondence should be sent to: D Owner ~ Agent D Both Method: D Mail ~ Email
Subdivision Name CANYON LAKE HILLS UniUPhase/Section I Lot 733 Block Acreage/Legal ------Street Name/Address 1700 CANYON LAKE DRIVE City ------CANYON LAKE Zip ------78133 RECEIVEO Type of Development:
~Single Family Residential FEB 21 2020 Type of Construction (House, Mobile, RV, Etc.) HOUSE ------COUNTY ENGINEER Number of Bedrooms 5 Indicate Sq Ft of Living Area 3300
0 Non-Single Family Residential (Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ------Offices, Factories, Churches, Schools, Parks, Etc. - Indicate Number Of Occupants ------Restaurants, Lounges, Theaters - Indicate Number of Seats ------Hotel, Motel, Hospital, Nursing Home- Indicate Number of Beds ------Travel Trailer/RV Parks- Indicate Number of Spaces ------Miscellaneous ------~------~------. 3oo.ooo L11-e1{}f)rd-\ Estimated Cost of Construction: $ - - - (Strudure Only)
Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement? 0 Yes ~ No (if yes, owner must provide approval from USAGE 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? ~ Yes D No By signing this application, I certify that - The completed application and all additional information submitted does not contain any false information and does not conceal any material facts. - Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of site/soil evaluation and inspection of private sewage facilities. - I also understand that a permit of authorization to construct will not be issued until the Floodplain Administrator has performed the reviews required by the Coma! County Flood Damage Prevention Order. - l affirmatively consent to the online posting/public release of my e-mail address associated with this permit application, as applicable. ~~ 2./7---)-2-C>z-~ Signature of Owner Date Page I of 2 195 David Jonas Dr., New Braunfeis, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised April2019 1700 CANYON LAKE DRIVE * * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH*** APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Planning Materials & Site Evaluation as Required Completed By GREG W. JOHNSON. P.E.
System Description PROPRIETARY; AEROBIC TREATMENT AND SURFACE IRRIGATION ------~------Size of Septic System Required Based on Planning Materials & Soil Evaluation
CLEARSTREAM 600NU 3000 Tank Size(s) {Gallons) Absorption/Application Area (Sq Ft) ------Gallons Per Day (As Per TCEQ Table Ill) 360 ------(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
REC~IV~O Is the property located over the Edwards Recharge Zone? D Yes ~ No FEB 2020 (If yes, the planning materials must be completed by a Registered Sanitarian (R.S .) or Professional Engineer (P.E.)) 21
Is there an existing TCEQ approved WPAP for the property? DYes ~ No COUNTY ENGINEER (if yes, the R. S. or P. E. shall certify that the OSSF design complies with all provisions of the existing WPAP.)
If there is no existing WPAP, does the proposed development activity require a TCEQ approved WPAP? DYes D No (If yes, the R.S. or P. E. shall certify that the OSSF design will comply with all provisions of the proposed WPAP. A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office. )
Is the property located over the Edwards Contributing Zone? ~Yes D No
Is there an existing TCEQ approval CZP for the property? D Yes ~ No (if yes , the P.E . or R.S . shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP, does the proposed development activity require a TCEQ approved CZP? DYes ~ No (if yes, the P.E. or R.S. shall certify that the OSSF design will comply with all provisions of the proposed CZP. A Permit to construct will) not be issued for the proposed OSSF until the CZP has been approved by the appropriate regional office.)
Is this property within an incorporated city? DYes ~ No
By signing this application, I certify that: - The information provided above · rue and correct to the best of my knowledge. nline posting/public release of my e-mail address associated with this permit application, as applicable
February 21, 2020 Date Page 2 of 2 195 David Jonas Dr. , New Braunfels, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised July 2018 AFFIDAVIT 1111111111 1111111111111 11111 1111 11111 THECOUNTYOFCOMAL 202006006906 02/21/2020 11 :00 :05 ~M 1/1 STATE OF TEXAS
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSF's), this document is filed in the Deed Records ofComal County, Texas. I The Texas Health and Safety Code, Chapter 366 authorizes the Texas Commission on Environmental Quality (TCEQ) to regulate on-site sewage facilities (OSSFs). Additionally, the Texas Water Code (TWC), § 5.012 and§ 5.013, gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC. The commission, under the authority of the TWC and the Texas Health and Safety code, requires owner's to provide notice to the public that certain types ofOSSFs are located on specific pieces ofproperty. To achieve this notice, the commission requires a recorded affidavit. Additionally, the owner must provide proof of the recording to the OSSF permitting authority. This recorded affidavit is not a representation or RECEIVED warranty by the commission of the suitability of this OSSF, nor does it constitute any guarantee by the commission that the appropriate OSSF was insta1led. FEB .21 2020 II An OSSF requiring a maintenance contract, according to 30 Texas Administrative Code COUNTY §285.91(12) will be installed on the property described as (insert legal description): ENGINEER
1 ~HASE/SECTION BLOCK 733 LOT CANYON LAKE HILLS SUBDIVISION ~· ------~----~~~~~~~~------
IF NOT IN SUBDIVISION: ______ACREAGE ------SURVEY
The property is owned by (insert owner's full name):______MILT A._ SCHUTT______& PAMELA S._____ SCHUTT ___
This OSSF must be covered by a continuous maintenance contract for the first two years. After the initial two-year service policy, the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally. Upon sale or transfer of the above-described property, the permit for the OSSF shall be transferred to the buyer or new owner. A copy of the planning materials for the OSSF can be obtained from the Comal County Engineer's Office. AYOF '\""~1.>-.0.t-~ ,20 20 +t ~~'--~-=----.:.----=--'~- f1; Jt L:J_, 5 (;,hI) ~ 7a.ro~~ S. ~cbut.t. Owner( s) sigt!ature( s) Owner (s) Printed name (s) /'fJ /1-1- ..,. sc ~ lA. -t--r p~ m ~I., ~ • :S"C. j. "' rt= SWORN TO AND SUBSCRIBED BEFORE ME ON THis/ ,,c'-DAY OF __,__~...... ~¥------' 20__1Q___ THIS/V Filed and Recorded )SES ONLY Official Public Records Bobbie Koepp, Counly Clerk Comal County Texas 02/21/2020 11:00:05 AM CINDY L PFEIFER My Notary 10 # 11838970 Expires January 10, 2024 ~~~~~seis~~~e(s)
(Notary Seal Here) -~~ Countryside Construction, Inc. 300 Chapman Parkway, Canyon Lake, TX. 78133 Phone: 830-899-2615 . or 1-888-379-3721 Fax: 830-899-6662 Septic System Service Agreement In consideration of payment for this service contract, we will abide by and agree to its terms and conditions: Name: MILT A. & PAMELA S. SCHUTT Address: 1700 CANYON LAKE DRIVE Sub-Div./County: CANYON LAKE HILLS I COMAL City, State-Zip: CANYON LAKE, TX 78133 Permit #: Model #: CLEARSTREAM 600NU Serial #: ------Phone#: ______
( X ) lnrtial Two Year Service Agreement ( ) One Year Service Agreement & Two Year Limited Warranty The effective date of this initial maintenance contract shall be the date the License to Operate is issued.
Legal Description: CANYON LAKE HILLS, UNIT 1, LOT 733 ECEtVED This contract will be in effect FROM LTO TO ___ and will provide the following:
A: An inspection/service call every (4) four months which will indude: inspection, adjustments and servicing FEB 2 I 2020 of the mechanical & electrical components as necessary to insure proper function of the system. B: An effluent quality inspection consisting of a visual check for color, turbidity, scum, overflow and odor. COUNT C: The property owner is responsible for "purchasing and keeping chlorine" in the chlorinator, (if applicable). y ENGI~EER If the chlorine test reveals "No Chlorine" in the system, the property owner may ineur an additional cost. D: If any improper operation is observed {which cannot be corrected at that time) the property owner will be notified immediately of the conditions and the estimated cost. E: The response time to a complaint by the property owner regarding operation of the system, shall be within "48 hours," from the time of notification. F: ANY PARTS. WARRANTY OR NON-WARRANTY. OR FREIGHT CHARGES. LABOR OR SERVICE CALLS DUE NOT PAID FOR REMAIN THE PROPERTY OF COUNTRYSIDE CONSTRUCTION AND COULD RESULT IN REPOSSION OF PARTS BY COUNTRYSIDE CONSTRUCTION. G: THE SIGNING OF THIS SERVICE AGREEMENT AUTHORIZESCOUNTRYSIDE CONSTRUCITON TO ENTER THE PROPERTY TO EXECUTE All TERMS OF THIS CONTRACT.
Countryside Construction, Inc., will warranty installation of the septic system to be according to state and county regulations and the designs approved by the county. HOMEOWNER WILL BE RESPONSIBLE FOR SERVICE CALLS, LABOR AND SHIPPING COSTS ON ANY "WARRANTED PARTS" EXCHANGED DURING WARRANTY. All other components will be according to manufacture's warranties. Important: As Countryside Construction, Inc. cannot control what or how much effluent goes into this septic system, we cannot warranty how the system will function. Refer to manufacturers or installer's instructions, for suggestions on septic operation. This service agreement does not cover the cost of "Service Calls, Labor or Materials that are required or parts out of warranty, the failure to maintain electrical power to the system, sprinklers that are broken, leaking, stopped-up or otherwise mal-functioning; or sewage flows exceeding the hydraulic/organic design capabilities and the input of non-biodegradable materials (solvents, grease, oil, paints, etc.), or any usage contrary to the requirements as advised by authorized service representative. .Laboratory test work is available at an additional cost. Chlorine, filters, or parts that are out of warranty are available at a reasonable cost. This contract does not include the pumping of a tank or of any compartment of a tank, or settlement of soil on or around any part of the system regardless of reason: Violations of the warranty also include: Disconnecting the alarm, restricting ventilation to the aerator, over loading the system above its rated capacity; or flooding by external means. Rodent, insect or Fire Ant damage or any other form of unusual abuse is a violation. A renewal service contract should be "Activated" (30) thirty days before expiration of existing contract We will contact property owner prior to expiration of existing contract
Serviced by: Countryside Construction Inc. Walker Chapman - Operator Ucensee #2929
00 ~~ PrintName 00 )1'-J/A,SdNI!-oate: 2--ZJ-U>2J:> Property Owner Signature /I) ~
()5) {)1 &k ~ - Date: ~VI ~ ~ Authorized Service Representative (revised 100/09) MP#0000035 t------·--- ON-SITE SEWERAGE FACILITY SOIL EVALUATION REPORT INFORMATION
Date Soil Survey Performed: January 28, 2020
Site Location: CANYON LAKE IDLLS, UNIT 1, LOT 733
Proposed Excavation Depth: N/A
Requirements: At least two soil excavations must be performed on the site, at opposite ends of the proposed disposal area. Locations of soil boring or dug pits must be shown on the site drawing. For subsurface disposal, soil evaluations must be performed to a depth of at least two feet below the proposed excavation depth. For surface disposal, the surface horizon must be evaluated. Describe each soil horizon and identify any restrictive features on the form. Indicate depths where features appear.
SOIL BORING NUMBER SURFACE EVALUATION
Depth Texture Soil Gravel Drainage Restrictive 0 bserv ati ons (Feet) Class Texture Analysis (Mottles/ Horizon Water Table)
0 8" III CLAY LOAM N/A NONE LIMESTONE BROWN 1 OBSERVED @ 8" RECEIVED 2 FEB 21 2021 3
4 ~OUNTY ENGI~ EER
5
SOIL BORING NUMBER SURFACE EVALUATION
Depth Texture Soil Gravel Drainage Restrictive Observations (Feet) Class Texture Analysis (Mottles/ Horizon Water Table)
0 SAME AS ABOVE 1
2
3
4
5
I certify that the fmdings of this report are based on my field observations and are accurate to the best of my ability. ot{2-f3/~uu . 67587-F2585, S.E. 11561 Date I OSSF SOIL EVALUATION REPORT INFORMATION Date: January 29, 2020 Applicant Information: Site Evaluator Information: Name: MILT A. & PAMELA S. SCHUTT Name: Greg W. Johnson, P.E., R.S, S.E. 11561 Address: 1611 MONARCH BEACH DRIVE Address: 170 Hollow Oak City: KATY State: TEXAS City: New Braunfels State·::._;·T:..;:e:.=.:x=as'----- Zip Code: 77494 Phone: (281) 848-5236 Zip Code: 78132 Phone & Fax (830)905-2778
Property Location: Installer Information: Lot 733 Unit_1_ Blk Subd. CANYON LAKE HILLS Narne: ______Street Address: 1700 CANYON LAKE DRIVE Company:------City: CANYON LAKE Zip Code: 78133 Address: ______Additional Info.: City: ______State: ____ ------Zip Code: _____ Phone ______
Topography: Slope within proposed disposal area: 6 % Presence of 100 yr. Flood Zone: YES_!_ NO_ Existing or proposed water well in nearby area. YES_ NO~ Presence of adjacent ponds, streams, water impoundments YES_!_ NO_ >50' Presence of upper water shed YES_ NO~ Organized sewage service available to lot YES NO~ RECEIVED
FEB 21 ZOZO
COUNTY ENG~NEER
I HAVE PERFORMED A THOROUGH INVESTIGATION BEING A REGISTERED PROFESSIONAL ENGINEER AND SITE EVALUATOR IN ACCORDANCE WITH CHAPTER 285, SUBCHAPTER D, §285.30, & §285.40 (REGARDING RECHARGE FEATURES), TEXAS COMMISSION OF ENVIRONMENTAL QUALITY (EFFECTIVE DECEMBER 29, 2016).
GRE~.E. 67587- S.E. 11561 AEROBIC TREATMENT DRIP TUBING SYSTEM RECEIV~D DESIGNED FOR: FEB 21 2020 MILT A. & PAMELA S. SCHUTT 1611 MONARCH BEACH DRIVE COUNTY EN Gir>J...:L:.R KATY, TX 77494-2810
SITE DESCRIPTION: Located in Canyon Lake Hills, Unit 1, Lot 733, at 1700 Canyon Lake Drive, the proposed system will serve a remodeled five bedroom residence (3300sf.) situated in an area with shallow Type III soil as described in the Soil Evaluation Report. Native grasses & Live Oak Trees were found throughout this property. An aerobic treatment plant utilizing drip irrigation was chosen as the most appropriate system to serve the conditions on this lot.
PROPOSED SYSTEM: A 3 or 4-inch SCH-40 pipe discharges from the residence into an Clearstream 600NU 600 gpd aerobic plant containing a 250-gallon pretreatment tank, an aerobic treatment plant, and a 750 gallon pump chamber containing a (0.5 HP Dominator) well pump. The well pump is activated by a time controller allowing the distribution ten times per day with an 6 minute run time with float setting at 300 gallons. A high level audible and visual alarm will activate should the pump fail. Distribution is through a self flushing 100 micron disc filter then through a 1" SCH-40 manifold to a 3000 sf. drip tubing field, with Netijim Bioline drip lines set approximately two feet apart with 0. 61 gph emitters set every two feet, as per the attached schematic. A pressure regulator Model PMR30MF installed in the pump tank on the manifold to the field will maintain pressure at 30 psi. A 1" SCH-40 return line is installed to periodically flush the system by cycling a 1" ball valve. Solids caught in the disc filter are flushed each cycle back to the trash tank. Vacuum breakers installed at the highest point on each manifold will prevent siphoning of effluent from higher to lower parts ofthe field. Prior to trenching the site must be scarified and built up with 6" of Type II or III soil. Drip tubing will be laid and the entire field area will be capped with 6" Type II or III soil (NOT SAND). The field area will be sodded with a hearty grass such as Bermuda, St. Augustine, etc. prior to system startup. Tank must have at grade risers on each opening with watertight caps that must be at least 65# or have a padlock or can only be removed with tools. A secondary plug, cap, or suitable restraint must be provided below riser cap to prevent tank entry should the cap be damaged or removed, in compliance with Chapter §285.38.
DESIGN SPECIFICATIONS: Daily waste flow: 5 Bedroom Residence (3300 sf. Living Area)@ 360 gpd (Table Ill) Pretreatment tank size: 250 Gal Plant Size: Clearstream 600NU 600gpd (TCEQ Approved) Pump tank size: 750 Gal Reserve capacity after High Level: 120 Gal (1/3 day Req'd) Application Rate: Ra = 0.2 gal/sf Total absorption area: Q/Ra = 360 GPD/0.20 = 1800 sf. (Actual3000 sf.) Total linear feet drip tubing: 1500' Netijim Bioline drip tubing .61 GPH Pump requirement: 750 emitters@ .61 gph@ 20 psi= 7.625 gpm Pump Requirement (cont.): (0.5 HP FPS E-Series-20FE05P4-2W115) MINIMUM SCOUR VELOCITY (MSV) > 2 FPS IN DRIP TUBING W/ NOM. DIA. 0.55" ID MSV = 2 FPS (Ildl2)/4*7.48 gal/cf*60 sec/min MSV = 2(3.14159((.55/12)l2)/4)*7.48*60 MSV = 1.5 gpm PER LINE * 4 LINES = 6 GPM MIN FLOW RATE RECEIVED IN RETURN MANIFOLD WI NOM. DIA 1.049" ID MSV = 2 FPS (Ild l2)/4*7.48 gal/cf*60 sec/min FEB 21 2020 MSV = 2(3.14159((1.049/12)l2)/4)*7.48*60 MSV=5.4GPM COUNTY ENGINEER
PIPE AND FITTINGS: All pipes and fittings in this drip tubing system shall be 1" schedule 40 PVC. All joints shall be sealed with approved solvent-type PVC cement. Clipper type cutters are recommended to prevent PVC burrs during cutting of pipes causing possible plugging.
Designed in accordance with Chapter 285, Subchapter D, §285.30 and §285.40 Texas Commission On Environmental Quality. (Effective December 29, 2016)
Greg W. John n, P.E. F# 2585 170 Hollow Oak New Braunfels, Texas 78132 830/905-2778 -...... / INSTALL 3000sf OF ~' FIELD USING 1500' \0 !, OF DRIP TUBING. ~ ~I THERE SHALL BE <- I / NO PARKING, DRIVING OR cJ ( / STORAGE ON THE SEPTIC FIELD AT ' I ANY TIME FOR ANY ' I \ REASON. ' '\ I ' I *USETWOWAY ' CLEAN OUT **USE SCH-40 OR '' SDR-26 TO TANK \ I 't O! .I c · X= T~elffit~D \ ~I •'SI-< . ~ \ ml CLEARSTREAM FEB 21 2020 a> J:> I 0 t U> . o , ml OONU AEROBIC \ ~ ·, - Z . TREATMENT PLANT COUNTY ENGINEER • ~I '
' '\ ''
MILT A. & PAMELA S. SCHUTT DRAW>! BY: EJS Ill
STREET ADDRESS: 1700 CANYON LAKE DRIVE
LEGALDESC: CANYON LAKE HILLS LOT: 733
PREPARED BY: GREG w. JOHNSON, P.E. F#002585 REVISED: 2/21/2020 INSTALL 3000sf OF FIELD USING 1500' OF DRIP TUBING. THERE SHALL BE NO PARKING, DRIVING OR STORAGE ON THE SEPTIC FIELD AT ANY TIME FOR ANY REASON.
*USETWOWAY CLEAN OUT **USE SCH-40 OR SDR-26 TO TANK
X= TEST HOLE
RECEIVED FEB 21 zozo
OWNER: MILT A. & PAMELA S. SCHUTI DRAWNBY: EJS Ill
STREET ADDRESS : 1700 CANYON LAKE DRIVE
LEGALDESC: CANYON LAKE HILLS
PREPARED BY: GREG W. JOHNSON, P.E. F#002585 1------1781/2" ------1
(/)3/4" CONDUIT CONNECTION FOR ELECTRICAL WIRING CHLORINATOR
(/J88 1/2"
RECEIVED
FEB 21 2020 ¢314" S/40 PVC CONNECTION FOR AIRLINE CONNECTION
¢1" PVC CONNECTION FOR COUNTY ENGINEER EFFLUENT PUMP DISCHARGE
ACCESS COVER FOR ¢ 20" OPENING
INTERNAL TRASH TANK 74 3/16" 54"
CLARIFIER
PUMP TANK ----'
600NU WASTEWATER TREATMENT SYSTEM Arkal 1'' Super Filter Catalog No. 1102 0__ _
Features • A "T" shaped filter with two 1" male threads. • A "T" volume filter for in-line installation on 1" pipelines. • The filter prevents clogging due to its enlarged filtering area that collects sediments and particles. • Manufactured entirely from fiber reinforced plastic. • A cylindrical column of grooved discs constitutes the filter element. • Spring keeps the discs compressed. • Screw-on filter cover. • Filter discs are available in various filtration grades.
Technical Data 1" BSPT(male) 1" NPT (male) Inlet/outlet diameter 25.0 mm - nominal diameter 33.6 mm- pipe diameter (0. D.) A __ w OUT '..-B··-. ,:; IN Maximum pressure 10atm 145 psi -o: . 11. ---:1 . : ... ' .... Maximum flow rate 8 m3/h (1 .7 Vsec) 35gpm tQ.IJ1 Tt r r:·.u I General filtration area 500 cm2 77.5 in2 Filtration volume 600 cm3 37in3
Filter length L 340mm 13 13/32" ... .~ ..... Filter width W 130mm 5 3/32"
Distance between end connections A 158mm 6 7/32" Weight 1.420 kg 3.131bs. Maximum temperature 70° c 158 °F pH 5-11 5-11
Filtration Grades Head loss Chart Blue (400 micron /40 mesh) 10 20 44 100 GPM Yellow (200 micron /80 mesh) n --T -T-Tl Red (130 micron /120 mesh) 2.00 28.44
Black (100 micron /140 mesh) N ~ 1.00 ;, ,...... E 0 .80 10.00 Vi Green (55 micron) u 0 .60 r/'; ...... l.i/ ...__.a.. m 0 .50 ~ fl.. ...__. "' 3 (/) 'II 5.00 (/) (/) 0.30 0 'I' _J (/) ,2 0 0 .20 _J 0 0. 15 //;
0.04 -'--- 0.57 2 3 4 5 6 10 15 20 m 3 /h
I I s c filter. irrigation systems, irrigationglobal.com
------~ /
Pressure Compensating Dripperline Applications for Wastewater • For domestic strength wastewater disposal. • Installed following a treatment process. BioUne's Seff{leoning, • Can be successfully used on straight septic effluent with proper design, filtration and .___ Regulating Pressure Compensating Mode Dripper is ofuRy self operation. contoined unit molded to the • Suitable for reuse applications using interior woll of the dripper municipally treated effluent designated for tubing. .___ Initiation irrigation water . of Flushing As shown at left, Bioline is Cyde confinuous~ seffileoniflg Specifications during operation, not just ot the beginning and end of o Wall thickness (mil): 45* cyde. The result is Nominal flow rates (GPH): .4, .6, .9* dependoble, clog free operation, yeor after yeor. Common spacings: 12", 18", 24"* Recommended filtration: 120 mesh Regulating Mode Inside diameter: .570* Color: Purple tubing indicates non-potable source •Additional flows, spacings, and pipe sizes available b~.9..uest. Product Advantages Please contact Netafim USA Customer Service for~.~,; E lVE D TIJe Prov• Perl... • Tens of millions of feet used in wastewater todoy. FEB 21 2020 • Bioline is permitted in every state ollowing drip disposal. • Backed by the lorgest, most quoiity·driven monufocturer of drip products in the U.S. • Preferred choice of major wastewater designers and regulators. COUNTY ENGINEER • Proven track record of success for mony yeors of hard use in wastewater applications.
Wty Mc.fachlilg wiR Spedficatiols Desigletl to Meet y.., Needs BIOLINE Flow Rate vs. Pressure • Pressure compensatlng drippers assure the highest application uniformity -even on sloped or rolling terrain. • ExceHent uniformity with runs of 400 feet or more · reducing instollotion costs. • Highest quality-control stundords in the industry: Cv of 0.25 (coefficient of manufocturer's voriotion). • Aselection of flows ond spacings to satisfy the designer's demand for almost any application rote. l.ottln Relalilty • Protection ogoinst ~ugging: Cross Secliolt of ... .,...... · Dripper inlet raised 0.2r above won of tubing to prevent sediment from entering dripper. · Drippers impregnated with Vinyzene to prevent buildup of microbial slime. 10 20 30 40 ;o · Unique seff.ftushing med10nism posses small l'miun(!ri) portides before they con bui1d up. Root Safe • Aphysical barrier on eoch Bioline dripper helps prevent root intrusion. • Protection never weors out · never de~etes · releases nothing to the environment. •• NlfAFI______.. • Working reUobly for up to 15 yeors in subsurface wastewater instollotions. NETAFIMUSA 5470 E. Home Ave. • Fresno, CA 93727 • Additional security of chemical root inhibition with Techfiker · sup~ 888.638.2346. 559.453.6800 Triflurolin to the entire system, effectively inhibiting root growth to the dripper outiets. FAX 800.695.4753 www.netafimusa.com NETAFIM WASTEWATER DISPERSAL SYSTEM DESIGN GUIDE
SAMPLE SINGLE TRENCH LAYOUT DESIGNS Rectangular field with supply and flush manifold on same side and in same trench; · • Locate supply and flush manifold in same trench • Dripperlines are looped at the end opposite the supply and flush manifolds • The longest Bioline length should not exceed 400 ft. Drip fields 200 ft. in length might loop the Bioline once; drip dispersal fields under 100 ft. might be looped twice, as illustrated
Residence SupplyUne Rush line ~Seconda!Y.. Treotment . " ond "Storage 7 r DISC Fiher Netafim Bioline Vocuum Breaker or~· ~* Rush Yolve 0 Disc Fiher Vacuum Breaker ---- S li I uppy1 ne\ RECEIVED I . . . Flus h Valve ~ i : : : "'- :. :. .: rFiush Une FEB 21 2020 j; . . . L ------~----~---- :··· ...... COUNTY ENGINEER . r Dripperline
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-/ Jo ...... A c SCALE IN MILES SCALE IN FEET [(i)l CONTINUED ON MAP 387 l(i)l 0 1/8 1/4 3/8 1/2 0 1000 2000 - COPYRIGHT 1978, 2009 by MAPSCO, INC ... All RIGHTS RESf
SCHUTT Loan Number 3116080285 MIN I 003170-3116080285-7 ~111~11~1111~111111~11111 20~08013904 04/0912008 10 : 47 : 27.AI'I DEED 1/2 WARRANTY DEED WITH VENDOR'S LIEN NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE lT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. TilE STATE Of TEXAS )( )( KNOW ALL MEN BY THESE PRESENTS: COUNTY Of COMAL )(
Tl IAT BILLY M. HUNDLEY LlNDA M. HUNDLEY, hereinafter called "Grantor" (whether one or more), for and in consideration of the sum of Ten Dollars ($1 0.00) and other good and valuabl( consideration to Grantor paid by MILT A. SCHUTT AND WIFE, PAMELA S. SCHUTT, hereinafter catted "Granfe~" (whether one or more), the receipt of which is hereby acknowledged and confessed, and the furthyr consideration of the execution and delivery by said Grantee of one certain Promissory Note i~~_:jmnpal sum of $268,000.00, of even date herewith, payable to the order of INTERLlNC,MORTGAGJVtNC. , RECEIVED herci naftcr called "Mortgagee", bearing interest at the rate therein provided; said \};fo~"'ootainingvthe usual n:asonable attorney's fee clause and various acceleration of maturi~~lauses in ' re~e~(, and being st.:cUt·cd by Vendor's Lien and superior title retained herein in f~vor Qf said M\>~agee, and being also FEB 21 2020 st.:curcd by a Deed of Trust of even date herewith from Grantee to scOT'{' V ALB\\ 'Jrustee; and 1 'R. 1 /'~ . / WHEREAS, Mottgagee has, at the special instance and ,rpquest of Grantee\ paid to Grantor a portion otCOUN T Y ENGINEER the purchase price of the propetty hereinafter described~\as included i~ th~ above-described Note, said Vendor's Lien against said property securing the pa:Yffient of-said Note is ;mereby assigned, transferred and delivered to Mortgagee, Grantor hereby conveying t?sa4! M rtgagee the satd superior title to said property, subrogating said Mortgagee to all the tizh.t s an _emeoid'<>f Gran@r_tn the premises by virtue of said liens; and ' ~
Grantor has GRANTED, SOLD an · 130NV~~EJ;), and Jb(these presents does GRANT, SELL and CONVEY unto said Grantee, the f~~ing desc~o'ed property, to-wit:
LOT 733, CANYON LAKE HII.Ji U~IT ~~1, CO~.t\LCOUNTY, TEXAS, ACCORDING TO MAP OR PLAT RECORDED IN VOL"-~E 2, PAGE''l7, MAP AND PLAT RECORDS OF COMAL COUNTY, TEXAS. ~ .... , -/ ./
( '\ ~/ ""----~!!
TO HAVE AND TO HOLD the above-described premises, together with all and singular, the rights and appurtenances thereunto in anywise belonging unto said Grantee, his heirs and assigns, forever. And Grantor docs hereby bind bimsclt~ his heirs, executors and administrators, to warrant and forever defend all and singular the said premises unto said Grantee, his heirs and assigns, against every person whomsoever lawfully claiming or to claim thl.l same or any part thereof.
Page l ot' 2 pages <1V4000-t ..
Taxes for the current year have been prorated and their payment is assumed by Grantee.
This conveyance is made subject to any and all valid and subsisting restrictions, easements, rights ofway, reservations, maintenance charges together with any lien securing said maintenance charges, zoning laws, ordinances of municipal and/or other governmental authorities, conditions and covenants, if any, applicable to and enforceable against the above-described property as shown by the records of the County Clerk of said County.
The use of any pronoun herein to refer to Grantor or Grantee shall be deemed a proper reference even though Grantor and/or Grantee may be an individual (either male or female), a corporation, a partnership or a group of two or more individuals, corporations and/or partnerships, and when this Deed is executed by or to a corporation, or trustee, the words "heirs, executors and administrators" or "heirs and assigns" shall, with respect to such corporation or trustee, be construed to mean "successors and assigns".
It is expressly agreed that the Vendor's Lien is retained in favor of the payee of said Note against thy above-described property, premises and improvements, until said Note and all ihterest thereon shall have been fully paid according to the terms thereof, when this Deed shall become absolute: /
RECEIVED
FEB 2 I 2020
COUNTY ENGINEER
/ ' STATE Or ~ '/lf $ , COUNTY OF C..c fV\. cJ) , ss: Thi s instrument was acknowledged before me on this CJ day of _,_1\._::p;"-""'""W~~~----- 20~, by BILLY l\1. HUNDLEY and LINDA M. HUNDLEY. ~ <:?~o.'f::Q~gl.Q NOTARY PUBLIC r
GRANTEE'S ADDRESS : 1611 MONARCH BEACH DRIVE ~ ••-._:;·;:(;.. PAMELA BLANKENSHIP KATV. TF. XA~ 77.Sll.S ( :"~~(.!;}/.;:-. NOTARY PUBLIC Filed and Recorded ~ E! ...._~~ *~ STATE OF TEXAS Off ioial Public Record• My Exp. 02-23-2010 Jov Streater, County Clerk \~ ~4/ Comm. b Co11al Count v, Texas ········ 04/09/2008 10 :47 :27 AM CASH TWO 200806013904 OSSF DEVELOPMENT APPLICATION COMAL COUNTY CHECKLIST E N G I N E E R' S 0 F F I C E ,------,------,11.------Staff will complete shaded items
Date Received Initials Permit Number
Instructions: Place a check mark next to all items that apply. For items that do not apply, place "N/A". This OSSF Development Application Checklist must accompany the completed application.
OSSF Permit
Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
Site/Soil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer
Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285. Planning Materials shall consist of a scaled design and all system specifications.
Required Permit Fee- See Attached Fee Schedule
Copy of Recorded Deed
Surface Application/Aerobic Treatment System
lXI Recorded Certification of OSSF Requiring Maintenance/Affidavit to the Public
lXI Signed Maintenance Contract with Effective Date as Issuance of License to Operate
I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF Development Application.
COMPLETE APPLICATION INCOMPLETE APPLICATION (Missing Items Circled, Application Refeused) Check No. ____ Receipt No.____ _
Revised: September 2019 mu NTR YSIDE CONS TR UC HON I INL R10nf". 830-89t-}-Lbl) DO OiAPM AN RUH CANYON lAl lESTl!.~G AND REPORTING l'ECOkD l~Ir.~uc·_-:i.=·11 :.•;i. -:e: t..TTJLY 17 .2020 .:n~r.~ll~:l: 4/17 / 2020 3e:TJ i ·::c ::::x.r:: ... t:e~·:.:.f/1.7/2:02.&... c TELE:tl-i'=•HE: 281-848-f·'.23'5 110-124 IiL7. '?n·=•l! E - · =>~ Ull':' _.: COMAL :: ,I. P.06400.3 SUEDIV:;:S I ·JN: CMTYON L;:w.E HILLS l irl::,; :1= : N//., DRIP .:.- Inspected Item. Op er ?I. t i_o_n_-:1._I_-,----I_noper at i..,_.. e l Aci:;i.-::c !:~· ·----1 ~eeded repa .r= ~G =7~tera ~-=mpone~t= re~!aced i 3::·r~.I C=·r11}::ce:::::.·.:.r:: 1 i E·r ~~~urc I 1Recard /,o I E~atdin9 1 i ----- I Electcical Circui~~ __ F /Lr _____,,______-+----~ m_1C/7J /J 61L--7 lc.:..~tri.bu-:im-: 3y~ter;i ! .------;--~,__-r----+------i ~~cayfie~d Vegetation Ht/J/11£/J _L!~~ ---- B~ck flu:h Drip Field. if ai:Fii -~,;;.~le ~----, ~/J re..rf" ~ SYSTIJ::· 1 PERATING 1'.S DE;;:;IGNED'.' d;m Ne L._£_e:quiceci - P.e,,,;ul-c"' j i'e"'t _J j '.'e,.,----,-i'L-- I m,-,·1 rn·-,n/ll•fl-,- ,-,- l i',..+l; d I I _; : " - . ~;-;;;- ~ ~" - -- I - - - - j' --+----+---t-- - - __ ..i,_ __ -~-·'~-~:-:~-::-~-; =--=-----_-_ -_ -t--+ -_- _-__,'ljr---L--~-1 ~ ~. ____)·'. Cli'::.c;;ib) _ _ --t I Copies of this report have been forHorded tc; the fc;llmrinq· COMAL cc;unt1 I horaeo~mer 11 COUNTRYSIDE ffiNSTRUCTION, INC. Fhonc: 830-899-.2.615 ~ OiAPMAN R\Rf 1E STING Ai';D m:PORTING WCORD ~!IS ~i:su~·12 a·:el_ Fe-c1 c~L.1.?12 :.B:'.:·r~ :!·Br i_:;,:. m·:-1i;<~t>?J.. ::L=:Eed 3·1C .:E!.~d 3le!· ·:t1.d- ::-~~:~;c~!~- :. . Ir:~::e::: .:.::·' D;;::e · DECEHBEH 1 7, ~020 I!~~ ::;i :.1e :i: 4/17 /2020 ~e!:-i.:ce c:~ ..- .:..:e'=' .4/17 /::02: f,IL~I~·:[; AL:1EE3 ~: S~Y3ICAL AJ[;E~3 MILT & PAMELA SCBUTT 1700 C.ANYDN L.AKE DR 1700 CANYON LAKE DR C...Z\NYON LAEE .. TX 78133 c_.l\lfrD N LAKE , TX 7 813 3 ~E ~·E PH =··PS: 281-848-5 236 L·=:r. LT 733 . =sr.:.1-::T~: 11042-l ALT Prr: 1 I·~E - :,-q ~:·JT"..·: CONJ>.L .::;.1.·-'. !' A064003 SUE.c:;:··:ISJ-1ii· CAffVON J.AKE HILL S l·lr::.: AS500 E1+7E• i L:i.p=·::: N/A n::·TE::' · T,tFt ::. .:'"t.:'TEi<· DRIP In.=pec:!:ed Item. .! :;ae,;i. -l- in--...,. -f ..• ' --~ --· ------1 ------·------·- ---- I ti.it.~~~ / f------·------~. ------1 1 Irr;.9;tt.!..=·!~ ;•un-.F ~· / {'HEUEJJ t2{/n1{J ,1 1 r R~cit: ·:.ul~!:l.C•r Pump-· /1//A G1~.i.nfec~1on Device / A-brm1 FltJ/lQ_ ___ _ I ., 1 / I > I C'l·!lc·;:.i.::"' : "PF .,_,. I ' ----.j' ' L ~c ~ r.:::;; ]~~___:__:__:_::_~_.---t- / __ ();n1crc1;V P!t.Tc--7Z--+------1 D.:~tcituti:~ 3~~~"'~ I / 3pr ~yfi~lj Ve~e~;;i.ticn r 1vL!4 _ f'1 ElO . t:otr,01eJJ<-;12. /&L TE_/L E~c~ flu~h Drip field. I i.f ;q:pli::;ibJ.e I ------,I . 1 •Jr.· - · lF · · ir "Lu·· /"':'\/." ·:Jther ;;t!!· Mote·:i I J. -.\"l..:f .r.. ~ i. . -~ ::t.U . ~ l'I A c:ic:: e!ll!I P::i,,,t!I ;u:"- s.,cu:c,,,·:l [ ~Q ·:· .;tni re~ ult~: R~quicecl Re,, ult" 'Je"'t --jI 'i e~. i '.k Dg;l mpn 'lOOmi er l-l ~t!1.=.• d I T c~ c~ 5 :::>D .:- Gr ;il: ·, ; \ I i ' I . : ;:, ~ (~::.c.;;.l: .' --j- t= L ----l- _ e?e7!/l- ~ Cl 1.Gr;;i.l: · fe .:: ;;;, l ::·.::, l:. £·::.:cm +- -/ L-i ------i Copies of this report havt: been forwa:rded t u the folloui.ng· COMAL countv I h omemm.e:z: M~inc.,n;ince TechnL~i~n. 1 1 [;ice ::i ::= Mple ti~n . l.2_/,J-P-/LO 3i:;;.i::: .~ ::t ~i"e ,;2 ' /S- :": .:·i: J =·1: T irl~~ ~ - -3£ l·!a - 7 - / 2 - - ' - - "~ - - .,;;._ ": -=- -_·-_;;.,:t :=.:. ... ~ __ - ;;. - - ~ -- .. - :;, - = .;, .,.::; - -l ·~~~~· ~~~ ;·'f.0 ..,, - :'.-. ... - -· .... - ...;. V' (J ;-))_;d01 p_) f (7 r_ /v"/c} I .£ • __ .... - / (J7;}/__f -cJ.Jlj mu V/N / -/ ho 4.? 1U( )J?t/.~"()/ 1,) / / '_<;_L b O/__ -;/ is'W/ 1?/j/ / - ...;. '' - T .- '=;Ii.: '' .-., -;- - vrr7 --- ____..,..,;:. ___ _ I ti/,A//7tl cl_J7/;J-1f~7 / .. - I :;::,:- - - .... -:;:_ - ---~ . : 1 - . -· - ', ~ - -~--' dl :..1 - ~ -...... ::...... - .· i. : - -:: __ '.! •• -ii_• t -;- t I_-: . :- •· L•~' rWI, N: L_•.'"'" .,.-,1;~ . ) Gd1 ~ Ltlh .. -~--:.. - -- -- . ·.t_ - . ~ -: .-. .=.-· = .. - '.:- -. :-c-:- . (.. : ~ ~ :__ · iL Ai ~ tt:t NU...1'-'J~_J )Y. · Vt/\'Ll'fi:.1 ~ l! l Hll U OU: i! ; ·o \Jf ·-, r,c_; i ..,,J~ ; ·•T;;, d 1 Nnri