COMAL COUNTY E N G l N E E R' S 0 F F l C E
License to Operate On-Site Sewage Treatment and Disposal Facility
Issued This Date: 07/01/2021 Permit Number: 111727
Location Description: 1173 GLENWOOD LOOP BULVERDE, TX 78163 Subdivision: Glenwood Unit: Lot: 75 Block: Acreage:
Type of System: Aerobic Surface Irrigation
Issued to: John Ostrom Jr. & Kimberly Ostrom
This license is authorization for the owner to operate and maintain a private facility at the location described in accordance to the rules and regulations for on-site sewerage facilities of Comal County, Texas, and the Texas Commission on Environmental Quality.
The license grants permission to operate the facility. It does not guarantee successful operation. It is the responsibility of the owner to maintain and operate the facility in a satisfactory manner.
Alterations to this permit including, but not limited to: - Increase in the square feet 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 responsibil ity of the owner to apply for a new permit, if applicable.
Inspection and licensing ofa 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
Licensing Authority Comal County Environmental Health ~ N- L. ~· ENVIRONMENTAL HEALTH COORDINATOR
080035605 Comal County Environmental Health OSSF Inspection Sheet
Installer Name: OSSF Installer #:
1st Inspection Date: 2nd Inspection Date: 3rd Inspection Date:
Inspector Name: Inspector Name: Inspector Name:
Permit#: Address: No. Description Answer Citations Notes 1st Insp. 2nd Insp. 3rd Insp. SITE AND SOIL CONDITIONS & SETBACK DISTANCES Site and Soil 285.31(a) Conditions Consistent with 285.30(b)(1)(A)(iv) Submitted Planning Materials 285.30(b)(1)(A)(v) 285.30(b)(1)(A)(iii) 285.30(b)(1)(A)(ii) 285.30(b)(1)(A)(i) 1 SITE AND SOIL CONDITIONS & SETBACK DISTANCES Setback 285.91(10) Distances 285.30(b)(4) Meet Minimum Standards 285.31(d) 2 SEWER PIPE Proper Type Pipe from Structure to Disposal System (Cast Iron, Ductile Iron, Sch. 40, 285.32(a)(1) SDR 26)
3 SEWER PIPE Slope from the Sewer to the Tank at least 1/8 Inch Per Foot 285.32(a)(3)
4 SEWER PIPE Two Way Sanitary - Type Cleanout Properly Installed (Add. C/O Every 100' &/or 90 285.32(a)(5) degree bends)
5 PRETREATMENT Installed (if required) TCEQ Approved List PRETREATMENT Septic Tank(s) 285.32(b)(1)(G) Meet Minimum Requirements 285.32(b)(1 )(E)(iii) 285.32(b)(1)(E)(iv) 285.32(b)(1)(F) 285.32(b)(1)(B) 285.32(b)(1)(C)(i) 285.32(b)(1)(C)(ii) 285.32(b)(1)(D) 285.32(b)(1)(E) 285.32(b)(1)(A) 285.32(b)(1)(E)(ii)(II) 285.32(b)(1)(E)(i) 285.32(b)(1)(E)(ii)(I)
6 PRETREATMENT Grease Interceptors if required for 285.34(d) commercial 7 Inspector Notes:
Page 1 Comal County Environmental Health OSSF Inspection Sheet
No. Description Answer Citations Notes 1st Insp. 2nd Insp. 3rd Insp. SEPTIC TANK Tank(s) Clearly Marked SEPTIC TANK If SingleTank, 285.32(b)(1) 2Compartments Provided (E)285.91(2)285.32(b)(1) withBaffle SEPTIC TANK Inlet (F)285.32(b)(1)(E) Flowline Greater than3" and " T " (iii)285.32(b)(1)(E)(ii) Provided on Inlet and OutletSEPTIC (II)285.32(b)(1)(E)(ii) TANK Septic Tank(s) MeetMinimum (I)285.32(b)(1)(E) Requirements (i)285.32(b)(1) (D)285.32(b)(1)(C) (ii)285.32(b)(1)(C) (i)285.32(b)(1) (B)285.32(b)(1) (A)285.32(b)(1)(E)(iv) 8 ALL TANKS Installed on 4" Sand Cushion/ Proper Backfill Used 285.32(b)(1)(F) 285.32(b)(1)(G) 285.34(b) 9 SEPTIC TANK Inspection / Clean Out Port & Risers Provided on Tanks Buried Greater than 12" 285.38(d) Sealed and Capped
10 SEPTIC TANK Secondary restraint system providedSEPTIC TANK Riser permanently fastened to lid or cast into tank SEPTIC TANK Riser cap 285.38(d) protected against unauthorized 285.38(e) intrusions
11 SEPTIC TANK Tank Volume Installed
12 PUMP TANK Volume Installed
13 AEROBIC TREATMENT UNIT Size Installed
14 AEROBIC TREATMENT UNIT Manufacturer AEROBIC TREATMENT UNIT Model Number 15 DISPOSAL SYSTEM Absorptive 285.33(a)(4) 285.33(a)(1) 285.33(a)(2) 285.33(a)(3) 16 DISPOSAL SYSTEM Leaching Chamber 285.33(a)(1) 285.33(a)(3) 285.33(a)(4) 285.33(a)(2) 17 DISPOSAL SYSTEM Evapo- transpirative 285.33(a)(3) 285.33(a)(4) 285.33(a)(1) 285.33(a)(2) 18
Page 2 Comal County Environmental Health OSSF Inspection Sheet
No. Description Answer Citations Notes 1st Insp. 2nd Insp. 3rd Insp. DISPOSAL SYSTEM Drip Irrigation 285.33(c)(3)(A)-(F)
19 DISPOSAL SYSTEM Soil Substitution 285.33(d)(4) 20 DISPOSAL SYSTEM Pumped 285.33(a)(4) Effluent 285.33(a)(3) 285.33(a)(1) 285.33(a)(2) 21 DISPOSAL SYSTEM Gravelless Pipe 285.33(a)(3) 285.33(a)(2) 285.33(a)(4) 285.33(a)(1) 22 DISPOSAL SYSTEM Mound 285.33(a)(3) 285.33(a)(1) 285.33(a)(2) 285.33(a)(4) 23 DISPOSAL SYSTEM Other (describe) (Approved Design) 285.33(d)(6) 285.33(c)(4) 24 DRAINFIELD Absorptive Drainline 3" PVC or 4" PVC 25 DRAINFIELD Area lnstalled
26 DRAINFIELD Level to within 1 inch per 25 feet and within 3 inches over entire excavation 285.33(b)(1)(A)(v) 27 DRAINFIELD Excavation Width DRAINFIELD Excavation Depth DRAINFIELD Excavation Separation DRAINFIELD Depth of Porous Media DRAINFIELD Type of Porous Media
28 DRAINFIELD Pipe and Gravel - Geotextile Fabric in Place 285.33(b)(1)(E) 29 DRAINFIELD Leaching Chambers DRAINFIELD Chambers - Open End Plates w/Splash Plate, Inspection Port & Closed End Plates in Place 285.33(c)(2) (per manufacturers spec.)
30 LOW PRESSURE DISPOSAL SYSTEM Adequate Trench Length & Width, and Adequate 285.33(d)(1)(C)(i) Separation Distance between Trenches 31
Page 3 Comal County Environmental Health OSSF Inspection Sheet
No. Description Answer Citations Notes 1st Insp. 2nd Insp. 3rd Insp. EFFLUENT DISPOSAL SYSTEM Utilized Only by Single Family Dwelling EFFLUENT DISPOSAL SYSTEM Topographic Slopes < 2.0% EFFLUENT DISPOSAL SYSTEM Adequate Length of Drain Field ( 1000 Linear ft. for 2 bedrooms or Less 285.33(b)(3)(A) & an additional 400 ft. for each 285.33(b)(3)(A) additional bedroom ) 285.33(b)(3) EFFLUENT DISPOSAL SYSTEM Lateral (B)285.91(13) Depth of 18 inches to 3 ft. & Vertical 285.33(b)(3)(D) Separation of 1ft on bottom and 2 ft. to restrictive horizon and ground water 285.33(b)(3)(F) respectfully EFFLUENT DISPOSAL SYSTEM Lateral Drain Pipe (1.25 - 1.5" dia.) & Pipe Holes ( 3/16 - 1/4" dia. Hole Size ) 5 ft. Apart 32 AEROBIC TREATMENT UNIT Is Aerobic Unit Installed According 285.32(c)(1) 33 to Approved Guidelines. AEROBIC TREATMENT UNIT Inspection/Clean Out Port & Risers Provided AEROBIC TREATMENT UNIT Secondary restraint system provided AEROBIC TREATMENT UNIT Riser permanently fastened to lid or cast into tank AEROBIC TREATMENT UNIT Riser cap protected against unauthorized intrusions 34 AEROBIC TREATMENT UNIT Chlorinator Properly Installed with 35 Chlorine Tablets in Place. PUMP TANK Is the Pump Tank an approved concrete tank or other acceptable materials & construction PUMP TANK Sampling Port Provided in the Treated Effluent Line PUMP TANK Check Valve and/or Anti- Siphon Device Present When Required PUMP TANK Audible and Visual High Water Alarm Installed on 36 Separate Circuit From Pump PUMP TANK Inspection/Clean Out Port & Risers Provided PUMP TANK Secondary restraint system provided PUMP TANK Riser permanently fastened to lid or cast into tank PUMP TANK Riser cap protected against unauthorized intrusions 37 PUMP TANK Secondary restraint 38 system provided PUMP TANK Electrical Connections in Approved Junction 39 Boxes / Wiring Buried
Page 4 Comal County Environmental Health OSSF Inspection Sheet
No. Description Answer Citations Notes 1st Insp. 2nd Insp. 3rd Insp. APPLICATION AREA Distribution Pipe, Fitting, Sprinkler Heads & 285.33(d)(2)(G)(iii)(II) Valve Covers Color Coded Purple? 285.33(d)(2)(G)(iii)(III) 285.33(d)(2)(G)(v) 285.33(d)(2)(G)(iii) 285.33(d)(2)(G)(iv) 285.33(d)(2)(G)(i) 285.33(d)(2)(G)(ii) 285.33(d)(2)(G)(iii)(I) 40 APPLICATION AREA Low Angle Nozzles Used / Pressure is as required APPLICATION AREA Acceptable Area, nothing within 10 ft of 285.33(d)(2)(G) sprinkler heads? (i)285.33(d)(2) APPLICATION AREA The (A)285.33(d)(2)(F) Landscape Plan is as Designed
41 APPLICATION AREA Area Installed 42 PUMP TANK Meets Minimum Reserve Capacity Requirements 43 PUMP TANK Material Type & Manufacturer 44 PUMP TANK Type/Size of Pump Installed 45
Page 5 Permit of Authorization to Construct an On-Site Sewage Facility Permit Valid For One Year From Date Issued
Permit Number: 111727
Issued This Date: 12/09/2020
This permit is hereby given to: John Ostrom Jr. & Kimberly Ostrom
To start construction of a private, on-site sewage facility located at:
1173 GLENWOOD LOOP BULVERDE, TX 78163
Subdivision: Glenwood Unit: Lot: 75 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. ***COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH*** APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date Permit# \\\1 ?-]
Owner Name John Ostrom Jr. & Kimberly Ostrom Agent Name Jeffrey Supplee, RS. Mailing Address 1173 Glenwood Loop Agent Address 24165 IH-10 West, Ste. 217-448 City, State, Zip Bulverde, Texas 78163 City, State, Zip San Antonio, Texas 78257 Phone# 210.632.2370 Phone# 210.390.6390 Email [email protected] Email [email protected]
All correspondence should be sent to: D Owner [i] Agent D Both Method: D Mail [i] Email
Subdivision Name Glenwood Unit N/A Lot 75 Block N/A ------~ -~~~------~~~- Acreage/Legal 1.01 acres I Lot 75, Glenwood, Comal County, TX, according to plat thereof, recorded in Vol. 15, Pg. 53-57 Street Name/Address 1173 Glenwood Loop City Bulverde Zip _7_8_16_3___ _ Type of Development: [i] Single Family Residential Type of Construction (House, Mobile, RV, Etc.) House ~------RECEt ED Number of Bedrooms 4 ------Indicate Sq Ft of Living Area 4,272 DEC 0 7 ~---- 2020
Commercial or Institutional Facility D COUNT E - ,-.- (Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area) Type of Facility _N_/A______Offices, Factories, Churches, Schools, Parks, Etc. - Indicate Number Of Occupants _N_/_A______Restaurants, Lounges, Theaters - Indicate Number of Seats N/A ------Hote I, Motel, Hospital, Nursing Home - Indicate Number of Beds N/A ------~ TravelTrailerlRVParks- Indicate Number of Spaces _N_/_A______Miscellaneous N/A ~------
Estimated Cost of Construction:$ N/A (Structure Only) ------
Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USACE) flowage easement?
D Yes [i] No (If yes, owner must provide approval from USAGE for proposed OSSF improvements within the USAGE flowage easement) Source of Water [i] Public D Private Well Are Water Saving Devices Being Utilized Within the Residence? [i] 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 understand that a permit of authorization to construct will not be issued until the Floodplain Administrator has performed the reviews required by the Comal County Flood Damage Prevention Order. - I affirmatively consent to the online posting/public release of my e-mail address associated with this permit application, as applicable.
ttir-~~ a::/17/µuJ Page 1 of 2
195 David Jonas Dr., New Braunfels, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revi sed July 2018 ***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 Jeffrey J. Supplee, RS. #4211 ~~~~~~~~~~~~~~~~~~~~~~-
System Description Aerobic Treatment with Surface Spray Application
Size of Septic System Required Based on Planning Materials & Soil Evaluation
Tank Size(s) (Gallons) 600 GPO ATU Absorption/Application Area (Sq Ft) _5~,6_2_5______~~~~~~~~~~~~~
Gallons Per Day (As Per TCEQ Table Ill) _3_6_0 ______
(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ.) RECEIVED Is the property located over the Edwards Recharge Zone? D Yes [iJ No (If yes, the planning materials must be completed by a Registered Sanitarian (R.S.) or Professional Engineer (P.E.)) DEC 0 7 2020
Is there an existing TCEQ approved WPAP for the property? D Yes [i] No COU1 TY E 'C.. , . -R (If yes, the R.S . or P.E. shall certify that the OSSF design complies with all provisions of the existing WPAP.)
If there is no existing WPAP, does the proposed development activity require a TCEQ approved WPAP? D Yes [i] 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? [iJ Yes D No
Is there an existing TCEQ approval CZP for the property? D Yes [iJ No (If yes, the P.E. or R.S. shall certify that the OSSF design complies with all provisions of the existing CZP.)
If there is no existing CZP, does the proposed development activity require a TCEQ approved CZP? D Yes [ii No (If yes, the R.S. or P.E. shall certify that the OSSF design will comply with all provisions of the proposed CZP. A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approved by the appropriate regional office.)
Is this property within an incorporated city? D Yes [i] No
By signing this application, I certify that: - The information provided above is true and correct to the best of my knowledge. - I affirmatively consent to the online osting/public release of my e-mail address associated with this permit application, as applicable. !t.hb.D / 1 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 \f ~ HHll~llll Ill Illlll llHU THE COUNTY OF COMAL 201606037463 09/30/2016 11 :53 :29 AM 1/1 ST ATE 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 of Comal County, Texas. CQ1 , ....1 , \ 7 \, /:::: I r , , \r· ~ ' ,:J /, vf..:t .. The Texas Health and Safety Code, Chapter 366 authorizes the Texas Commission on "-~c- f:.( 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 of OSSFs are located on specific pieces of property. To achieve this notice, the commission requires a recorded affidavit. Additiopally, the owner must provide proof of the recording to the OSSF permitting authority. This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF, nor does it constitute any guarantee ECE1VED by the commission that the appropriate OSSF was installed. II DEC 0 7 2020 An OSSF requiring a maintenance contract, according to 30 Texas Administrative Code §285.91 ( 12) will be installed on the property described as (insert legal description): GOU TV ENG N _ER ___ UNIT/PHASE/SECTION BLOCK 75 LOT GLEN WOOD SUBDIVISION --~ -~~------
IF NOT IN SUBDIVISION: ____ ACREAGE
JOHN OSTROM, JR. & KIMBERLY OSTROM The property is owned by (insert owner's full name): ------
This OSSF must be covered by a continuous maintenance contract for the first two years. After the initial two-year service policy, the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally. Upon sale or transfer of the above-described property, the permit for the OSSF shall be transferred to the buyer or new owner. A copy of the planning materials for the OSSF can be obtained from the Comal County Engineer's Office.
WITNESS BY HAND(S) ON THIS 27 DAY OF __S_EP_T_E_M_B_ER __ ,20_16_
~ JOHN OSTROM, JR. ~ _O_wn_e_r-(s-)P-n-·nt-ed_n_a_m_e -(s)______
JOHN OSTROM. JR. SWORN TO AND SUBSCRIBED BEFORE ME ON THIS~DA Y OF SEPTEMBER ,20_1_6 _ Filed and Recorded Official Public Records li:; ~ Signature Bobbie Koepp, Counly Clerk Comal County Texas ~,,~~~·~~;',,, GREG W. JOHNSON i~?:K.$':'\ Notary Public, State of .Texas 09/30/2016 11:53:29 AM :S ).~/.. i My Commission Expires \_;.;i;,;\\~:$ Moy 17. 2018 CASHONE 1 Page(s) '''''"''''\ 201606037463 ··~~ -~----- ····- -·-· ···- -· -··-·· -- ·-··-· - ·······-·· · ···
WASTEWA'l'ER TRKATMtNT f'AClLlTV MONrrmuNG AGREf:MENT
ll•bu~· Alt~' _._.,..,.._..._.. ___. Pcrmit!Uc:ense Num ber.... rn,.., . ~,.,.Q.,..32__ _ ~Cl'ftk A~ •s.:n~ U ,,C Customer Jghn Jr and Kimberly Ostrom "*4· A OW 0-y 19 Site Addre~s 1173 Glenwooct-L,...90..,p...______Cafvt. TX * U City Bulverde _ Zip...,.7.;;;.8,;;,,;16-..;;,3__...... ,.__.__...... ,...... ,. Oft: . ~~} ff!h.'lft MalUng Addressl12LQ!enwood Loop, ~YJY.~Isl~... TA 7&163 Fax.. ~.._'t)~l County Comal Map#_· --······~ ·· ·------· Phont\,.lJ0.632.2370 t:maU jostrom07(llixahoo .com
L ('~·. . Tms •. \\. '~.· fut.. .. ·.· .. t .· re· Agrtement ·.(.here .: in~. 1tler refo. rr. e.d to as . ~: ..Agreem . ~nt") is entere~ i~to by ~i{. i bet~· ee~ E E! 'ED :J~ A.~""""~ ' "" •· .· .. ·..... (herema:tter referred to as .. Customer') and .Block . Creek Aerobic Services, U:,.t'.:> · ·~ · ·mis ~t. Bi9Ck C~k A~robic Services. LLC and its employees (hereinafter inclusively rderred to fit~ ""('~~~}~ · to mlder sendc~ at the site address stated above. as described herein, and the Customer agrees to fulft!t: C 0 7 2020 l'W..-; thcir~ibiHties., as deS<:ribcd herein.
n. .Effe,.~Date ~ ,1 I / ( I Thi$ ..\g~m~nt. co~F~nces on . . . /lr'i f'J.,-11 W ~--~-~--...... : ·:··------·<\nd ends on _ ...... L!.L 4...£ .....~ Z...( ir • ·• ~ .. a{Nr~ {2} Years (initial ~ment) or one (1) year (thereafter). If t:his is an .io.itiaJ agreement (new insta.Hatioo), the C~ ~l notify ·the· Contractor within two (2) business days of the system's first use to establish the date of ~"~~ . lfoo.notification is received by Contractor within ninety (90) days after completion of installation or where ~.. amhorily mandates, the date of commencement will be the date the ''License to operate'; (Notice of Approval) was issued ~ b ptmt~ ~ority . This agreement 111ay or may not commence at the same time a.1' any warranty period of installed -~ but•ill no .case $.hall it e~ten4the specified warranty,
M.T~ .ol'>etment: This Agreement may ·be terminated by either party for any reason, induding for example. • substantial failure of either ~ ID peri'J:nn in accordance with the terms of this Agreement, without fault or liability of the terminating party. The ~patty.must proyi IV~ . ~: C9!1racW will: a . lmpect and perform routine upkeep on tbe On"Site Sewage .Facility (hereinafter referred to as OSSF) as ,.,..•• _...by the treatment system manufacturer~ and required by state and/or local regulation,. for~ total of three .... to . ~ · .pet )'~; . The list Qf i~ checked at each visit shall be the: control panel, Electrical circ:ui~ timer, ~ · --~ compressor and•diffusers, CFMIPSI measured, lids safety ~ pump~ compressor. sludge Jev~ •M1•l 1s•~•..-1he· tnanufacturer. b, Provide a written·record of visits to '.the site by means of an inspection tag attached to or contained in the ~·.~t t.. Rqait .-replac.e, if Contractor has the necessary materials at site. any component of the OSSF found to be f.liitig «~Wt: during the course of a tQuti:ne monitoring visit. If such services are not covered by warranty, and fare ~s) .GOS1 ·1eu .. than Sl00.00~ Customer hereby authorizes Contractor to perform the service(s) and bin C~ ((w ~ ~kt{•)~ When service costs ate greater than $100.001 or if contractor .does not have the necessary ~-fat w,~ wjU notify Cust0mer of the required service{s) and the associated cost{s). Customer -ftotify ~of~ to a.ffect repair ofsy.stem with in tw<> (2) business ~- ~anvwd ~ ~f this Agreement and .all reports to the r~gulatory agency and the Custom~r . f. ViJit W: in ~ · to Customer>• request for umchedufed service$ within fort)H!ight (48) hours of the "- • of~f~(w~ . and holiday• ~luded) of.said request, Unless otherwise covered by warranty. costs for wdu~~ · wm bebiJkd to CUJtomcr. RC Customers initials Contractor's Initials r YL . ~ . MnpriM: ~ Mooiroring. is tlOt iocludt.'d in this Agreement. \lL ~ · of . ~ffit: ('~~Qfpe:rfurmance by Contractor under this Agre.ement is contingent on the following conditions: .a. lf mrs ~ ao initial Agrttrnent (new installation): t Coorractot's n.-ttipt -0f a fully executed original copy or facsimile of this .agreement ahd au &..... ~ requesk-d by Contractor. ff tt h\'W!" ..'tniitiom .are not me~ Ct.,ntractor is not obligated to perform any portion of this Agreement. \ilt.C~~ R§M!..~: Ibe ~is ~bie fur each and all of the following.: a. Pro\Nk au na"eS:Sary yard or lawn maintenance and retnt'lval of all obstacles. including but oot limited to ~ · an:i· ~ animals. veh:k Its_ trees, 'brush, trash, or de.bri:s. as needed to a flow the OSSF to function properly, and to ~,.. . C()ll{f'.lCtOf' safe; and easy access to all parts of the OSSF. b. Protect ~uipment from physical damage including but not limited to that dam~ge caused b'y ins.1;.ct~ . c. Maintain a current license to operate. and abide by the conditions and limitations of that license. artd all ~fur and OSSF from the Stare and/or local regulatory agency, whichever requirements are mme stringent, as well as the proprietary system• s manufacture.r recommendations. d. Notify C L'LACmt ft C!l!rKfgr: ~ i3 hereby ~ an eawnent to the OSSF for the purpose of performing services described ...... c~ may mrtt tbc pmperty during Contracmr's normal business houm and/ol' other reasonable hours wit.boot prior :;;:~~a!°%m:i=n:C&~-~at1~~ : ~r · ·rs ~ :~~r= fc:r' lk JIWPC*.fl( C"Valuatioo as required by .State .and/or local rules and the proprietary system manufacturer. It is Customers ~liry ro kap lids up.med and.accessible at an times. lrlilild~ ·~· i'batl DM· be held liabt~ for any incidental, consequential, or special damages, or fur economic loss due to ~ « for tio. ot pn.J(its 01 moome~ or loss of use to Customer, whether in contract tort or any other theory. ln no event ..C<*DCIO!r be W. in., amount acceding the total .Fee for Services amount paid by C~tomer under this Agreement. a 'll•n• nr 1° c...... , (~ .one"' more) shall and doa hereby agree to indemnify, bold hannless and defend Contractor and adl. of a ~ Mhp. 1-frs. JepJ represcm.aiiv~ devistes, employees, agents and/or counsel (coUec:tively f "laiOm-.-, bili Md .-. In)' and all Ji.abilities, claim&, damages~ losses, liens, causes of &4'ltion, suitSt fines, judgments and ~ n:pa-.a (~ but ooc Jimiced to, auctt'1¥)'•• feet and expenus and costs of investigation). of any kind, nature or [ dac:riptioo., ~ c4'Jcaivcty r~fcrrcd to u"'Liabilitics") arising out of, caused byt or resulting, in whole or in~ from Ibis .~ t RC t:T ©;:. Contractor's Initials Tl:ll.S l1'1lEMN1Tlt-CATION APPUf:S EVEN 1F SUCH LIABI LITrES ARE CAUSED BY THE CONCURRENT OR 001''"TIUBlrrtJRY NEGLIGENCE OR BY THE STRICT LlABIUTY OF ANY INDEMNlTEE. Custt-mer ~· \\-ai\ ml. ... iw S!rriqs; The Fee tbr Sen.ices does not include any fees for equipment, material, labor neces..'iary for non~warranty repairs, ~~or Customer requested visits to the site. DV~ P••m:wt: full ~ is due· upon execution of this Agreement (Required of new Customer). For any other service(s) or ~:S) provided by Co.ntmctor the Custo~er shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days. o-f w ~ ~ The C~ shall mail all invoices on the date .of invoice. All payments not received within thirty (30) days ._ 1lre ~ date will be subject to a $29 .00 late penalty and a l .So/o per mo.nth carrying charge, as well as any reasonable ....,-"s fta. and all collection. and court costs incurred by Contractor in collection of unpaid debt(s). Contractor may ••· amtniitt at any time for nunpayment for services. Any check returned to Contractor for any reason will be as..~d a 530.. 00 -.n c:beck fee. xv• • ..._• Tl!l!ftr tt·•yment: ·· the &:e:s poUd f« this agreement may be transierred to subsequent property ownet(s); ho~er" this Agreement is not ..... ~shall advise the subsequent property owner(s) of the State requirement that they sign a replacement .,,,,_.. ·~ C~ to perform the herein described Services, and accepting Customer's Responsibiiities. This 111Jf w, Hnt Agreement must be !igned and received in Contractor's offices within ten ( 10) busines.s days of date of transfer of ~ owoesship. Contractor will apply Mt fimqs received from Customer first to any past due obligation arising from this ~ idchdng la .fees· or penalties, return check fees. and/or charges for services or repairs not paid within thirty (30} -,, «~ mte. Any remaining monies shall be applied to the funding of the replacement Agreement. The consumption of ..._ill 1llils ...... -may came a mluction in the termination date of effective coverage per this Agreement. See Section rv. IJlr•· n ., . • .. ', ';·c · :::·;··· ·,:,>' ':> <··';i('i ·> ·:,,;.:. •. ·Thil ~ contains the entire Agreement of the parties, and there are no other conditions in any other agreemen~ maf•« ·1'1'ilr:& Customer Signature Date Sa:w h'}· r~newbtgfi1t J J'ean. I (one) Year $250.00 2 (two) Yellrs $450.00 3 (tltree)Years $600 RC Contractor's Initials PREMIER ~ SEPTIC DESIGNS , PLLC 4J- OSSF - APPLICATION: Designer I Registered Sanitarian License Card SUPPL PROl:s;"SstO 1 (') 0 c CJ z rn -; n -< m = ..."'7_ -J G': ~r--...> z r--...> m c:::> m ::0 PREMIER SEPTIC DESIGNS, PLLC December 1, 2020 County of Comal County Engineer's Office - Environmental Health 195 David Jonas Dr. RECEIVE New Braunfels, TX 78132 DEC 7 202 Re: OSSF Permit Application - 1173 Glenwood Loop (Property ID: 120830) Dear Permitting Authority: COUNTY E .. Please find enclosed an Onsite Sewage Facility (OSSF) Permit Application for the following property address: • Property Location: 11 73 Glenwood Loop Bulverde, Texas 78163 Property ID: 120830 • Property Owner: John Ostrom Jr. & Kimberly Ostrom 11 73 Glenwood Loop Bulverde, Texas 78163 • OSSF Designer: Jeffrey J. Supplee Premier Septic Designs 24165 IH 10 West Ste. 217-448 San Antonio, TX 78257 • OSSF Installer: TBD Ifthere are any questions on the enclosed forms please don't hesitate to contact me. Thank you in advance for consideration on this application. Sincerely, ~<~~ Jeffrey J. Supplee, R.S. PREMIER SEPTIC DESIGNS, PLLC December 1, 2020 Comal County Office of Environmental Health 195 David Jonas Dr. New Braunfels, TX 78132 Re: OSSF Request for Variance - 1173 Glenwood Loop Dear Permitting Authority: In association to an On-site Sewage Facility (OSSF) Permit Application for the following property below is a request for variance from Comal County OSSF ordinance amendments section 10.13. • Property Location: 1173 Glenwood Loop Bulverde, Texas 78163 Property ID: 120830 • Property Owner: John Ostrom Jr. & Kimberly Ostrom 1173 Glenwood Loop Bulverde, Texas 78163 The fore mentioned property is presented as 1. 01 acres in both Comal County Appraisal District and Plat records. With consideration to existing property improvements and proposed property improvements to include a swimming pool and hot tub a new septic design has been proposed. The proposed design utilizes the existing aerobic treatment unit with a re-route of the disposal surface spray application system. For this re-design application a variance from 20' to 1O' is requested at all spray heads for separation distance between property lines and the edge of spray. The proposed layout to include this variance preserves all other applicable setbacks including the swimming pool to edge of spray. The provision for this variance is to utilize a system timer with a battery back-up to ensure only night time (i.e. between midnight and 5:00am) surface application occurs. This condition is expected to provide an alternate and equivalent means of protection to public health and the environment. If further details are required during review, please do not hesitate to contact me. Thank you in advance for consideration on this request. Sincerely, -::::;:-~ Jeffrey J. Supplee, R.S. PREMIER SEPTIC DESIGNS, PLLC RECEIVED -- SITE EVALUATION REPORT SUMMARY -- DEC 0 7 2020 OSSF TYPE: Aerobic Treatment with Surface Spray Application 1 PROPERTY OWNER: John Ostrom Jr. & Kimberly Ostrom C" • • 1.... Gl IE R PROPERTY ADDRESS: 1173 Glenwood Loop, Bulverde, Texas 78163 (Property ID: 120830} PROPERTY ACREAGE: 1.01 SUBDIVISION NAME: Glenwood SOURCE OF PROPERTY WATER: Public Water Supply (Canyon Lake Water Service Company I SJWTX) STRUCTURE DETAILS: Existing 4,272 ft2 home with 4 bedrooms, Home Office, & Home Theater STRUCTURE WATER SAVING DEVICES: Yes Property Description: Existing single-family residence located at 1173 Glenwood Loop in the Glenwood Subdivision, Bulverde, Texas. This property is located approximately 1.8 miles south of the Blanco Rd. and State Highway 46 intersection and approximately 0.9 miles off Blanco Rd. inside the Glenwood community. Summary of Findings: The property 1.01 acres in size contains a single residential structure served by a public water supply and an existing proprietary treatment and nonstandard disposal system. Property improvements to include construction of a pool and hot tub have been proposed by the property owner. To accommodate a pool and hot tub installation re-routing of the existing disposal system using surface spray application will be required. The existing treatment system serving the structure will remain unchanged, it is a 800 GPD system containing a primary tank, aerobic treatment unit, and a pump tank. Following secondary treatment in the ATU, effluent will enter the pump tank where disinfection and dosing will be completed for distribution to the newly designed and installed spray field for surface application. The existing system providing service to the home is identified with OSSF Permit # 105032, records of the Comal County Office of Environmental Health. Soils: Soil Texture Analysis - Re-route design for a surface spray application system. Soil Profile holes were not completed for consideration of a standard subsurface effluent disposal system. Soil Depth Analysis -See notes in "Soil Texture Analysis" above Restrictive Horizon Evaluation - See notes in "Soil Texture Analysis" above Gravel Analysis -See notes in "Soil Texture Analysis" above Drainage: Groundwater - Re-route design for a surface spray application system. Soil Profile holes were not completed for consideration of a standard subsurface effluent disposal system. Flood Hazard- In accordance with FEMA Flood Map Firm# 48091C0195F the property is identified in an area of minimal flood hazard (i.e. Zone X) and outside of a special flood hazard area (i.e. 100-year flood plain). Visual observations of the property conclude it as being well drained to the south I southwest and without any areas of concern which may cause disruption to onsite effluent treatment and disposal. Page 11 PREMIER SEPTIC DESIGNS, PLLC -- SITE EVALUATION REPORT SUMMARY (cont.)- Topography, Lot Size, & Setbacks: Topography - Overall slope patterns on the property are nearly level (0% - 2%) to gentle (3% - 6%) in nature. The proposed location for final effluent disposal with surface spray application is found with nearly level and gentle slopes of approximately 1% - 3%. No adverse impacts are expected to components of the disposal system with its proposed placement regarding drainage and surface run-off. Lot Size - The property is presented as 1.01 acres in both Plat and Comal County Appraisal District public records. Setbacks - All specified setbacks specific to state and local septic rules and regulations have been considered with revision to the disposal layout. A request for variance from Comal County OSSF ordinance section 10.13 has been requested. Specifically, for consideration to grant a 10' separation distance between property lines and edge of the surface application area. The provision in the request for variance is to utilize a system timer with battery back-up to ensure only night-time application (i.e. between midnight and S:OOam) occurs. Therefore, providing an alternate and equivalent means of protection to public health and the environment. Accounting for the primary need on septic revisions, the 25' setback from edge of spray to the planned pool and hot tub location have been verified and achieved with the newly proposed surface spray application layout. Both the scaled design drawing and request for variance correspondence can be referenced for greater detail on the subject matter. All other OSSF specific setbacks are expected to be achieved. RECEIVED Site Evaluator Signature: Date: DEC 0 7 2020 ~~ Jeffrey J. Supplee, R.S. COU TV El 'G EE OS0033752 Page I 2 SEPTIC DESIGNS, PLLC 4;- RECE/VED -- SOIL EVALUATION -- DEC 0 7 2020 Applicant/Property Information Site Evaluator I Name John Ostrom Jr. & Kimberly Ostrom Name Address 1173 Glenwood Loop Address 24165 IH-10 West Ste. 217-448 City, State, Zip Bulverde, Texas 78163 City, State, Zip San Antonio, Texas 78257 Site Location 1173 Glenwood Loop (Prop. ID: 120830) TCEQ License # OS0033752 City, State, Zip Bulverde, Texas 78163 Lie. Exp. Date: 8/31/2021 Soil Profile Hole Number: N/A ii Surface Elevation: N/A I Proposed Depth Elevation: N/A Observations Depth Texture Class % Gravel Soil Texture (Restrictive Horizon, Gravel Size, Groundwater, (Feet) (lb, II, Ill, IV) (Req . w/ Class II & Ill) Mottling, Fractured Rock, Weather, etc.) 1 ------Spray Re-Route 2 ------Soil profile holes not completed for consideration of a standard 3 ------subsurface effluent disposal system Surface horizon in proposed disposal 4 ------area evaluated for compatibility of surface application 5 ------ Soil Profile Hole Number: N/A II Surface Elevation: N/A Proposed Depth Elevation: N/A Observations Depth Texture Class % Gravel Soil Texture (Restrictive Horizon, Gravel Size, Groundwater, (Feet) {lb, II, Ill, IV) (Req . w/ Class II & Ill) Mottling, Fractured Rock, Weather, etc.) 1 ------Spray Re-Route 2 ------Soil profile holes not completed for consideration of a standard subsurface effluent disposal system 3 ------Surface horizon in proposed disposal 4 ------area evaluated for compatibility of surface application 5 ------ Certification: I certify that the findings of this report are based on my field observations and are accurate to the best of my ability. Site Evaluator Signature: Date: -::;:--~ PREMI E R SEPTIC DESIGNS, PLLC -- DESIGN CRITERIA - Surface Spray Re-Route OSSF TYPE: Aerobic Treatment with Surface Spray Application PROPERTY OWNER: John Ostrom Jr. & Kimberly Ostrom PROPERTY ADDRESS: 1173 Glenwood Loop, Bulverde, Texas 78163 (Property ID: 120830} PROPERTY ACREAGE: 1.01 SUBDIVISION NAME: Glenwood SOURCE OF PROPERTY WATER: Public Water Supply (Canyon Lake Water Service Company I SJWTX) STRUCTURE DETAILS: Existing 4,272 ft2 home with 4 bedrooms, Home Office, & Home Theater STRUCTURE WATER SAVING DEVICES: Yes Rt:cr.:1vr.:o -- 30 TAC CH 285 OSSF DETAILS -- DEC 0 7 2020 Wastewater Loading Rate (Q): 360 GPO 2 COIJ Ty r- 30 TAC §285.91 Table Ill: Single Family Dwelling (5 Bedrooms) and< 4,500 ft = 360 GPO e G' E,... Minimum Aerobic Treatment Unit (ATU) Sizing: 600 GPO 30 TAC §285.91 Table II: Less than 5 Bedrooms and 3,500 Minimum Surface Application Area Required: 5,625 ft2 30 TAC §285.33(d)(2)(E): 360GPD (Q) I 0.064 (R; -Allowable Surface Application Rate gal/ft2/day) = 5,625 ft2 -- PROPOSED DESIGN DETAILS -- Treatment Details: (existing 800 GPO Maxx Air A TU to remain in use) Aerobic Treatment Unit (ATU): 800 GPO Maxx Air M -800 ATU system containing the following individual components: Primary Tank: 431 gallons Aerobic Treatment Unit (A TU) : 800 GPO TCEQ approved ATU - sized in accordance with 30 TAC §285.91 Tables II (A TU Sizing) & Ill Pump Tank: 854 gallons Single pump, ANSI/NSF 46 approved disinfection equipment, sized in accordance with 30 TAC 285.33(d)(2)(G)(iii), and providing a minimum alarm capacity of 120 gallons (1/3 of the daily expected flow) ft.PREMIER v SEPTIC DESIGNS, PLLC -- DESIGN CRITERIA - Surface Spray Re-Route -- PROPOSED DESIGN DETAILS -- (cont.) Surface Application Details: 5,860 ft2 Spray Head Spray Radius Circle Sector Application Area Total Application 2 2 Quantity (feet) (degrees) (Ft per head) Area (Ft ) 1 22 180 759 759 2 28 180 1,230 2,461 2 29 180 1,320 2,640 Total 5,860 Note: Installation and maintenance of the afore mentioned system shall at a minimum occur in accordance with manufacturer, Title 30 TAC Ch 285, and permitting authority specifications. Select excerpts from each of the specification sources have been summarized in the Installation & Maintenance Details attachment to provide supplemental detail for review and consideration of the OSSF application. CERTIFICATION: I hereby certify that this on-site sewage facility design is based upon rules, regulations, and guidance standards set forth by applicable State and Local permitting authorities. With proper installation, use, and maintenance the proposed system design can be expected to provide satisfactory treatment for the OSSF effluent. R£c~ \tt=o DEC 0 7 2020 Jeffrey J. Supplee, R.S. ... Page I 2 T-Post Fence Lot 75 121.00' 1.01 Acres Glenwood Subdivision Iron & Wire Comal County, Texas Fence Property Located in Area 1250' of Minimal Flood Hazard (FEMA FIRM #48091C0195F) Approx. 380' of 1.25" Sch 40 PVC Wood& Wire Pressure Line Fence Existing Fire Ring Proposed Pool & Hot Tub >/=l' Offset Between Proposed Pool Pressure Line and . I Equipment Pad Utility Esmt. ··.~ . -1248' l' Offset Between I Spray Heads and I Existing Utility Esmt. 800 GPD ATU I Probable Route of3" Sch 40 PVC w/ 2-way C/O Iron & Wire Fence Iron & Wire Fence DEC 0 7 2020 cou,,,,Y' ~ 1O' Utility & ...... Drainage Esmt. 10' Utility & Drainage Esmt. ·1252' Probable Route of Water Line Lid to Underground 20' Utility & 1 2~8·•. • I Drainage Esmt. Propane Tank ". I Q Telecom Ped. Elec. Meter "· ~ . Elec. Ped. Overhead · · ~. ·,. _J·· .. .. Utilities '------+~·- · --+------~·~. . - -- -"-. : Utility Pole ~\llimii....,.iiiiiiili~iiiliil...-ioil!ioiiiiiiiii...... -...... iiiioioli..,iiiiiiiii--iiiiiill;,,;,.o;;";;;;;.,;,,..,...~- Backflow Device . ,121.00' 1262' ' 1'258' " 1256'. i Edge ofPvm11t. N ~~ro, .,,~, ., ..,• _~~ ,.~'*·•••~Jt.:lL O' 22.5' 45' Cone. Driveway Glenwood Loop ,.&. ·~~~,*.- / . •\ *",,, "':a • • ,.. .. :~; .. , ___1 _in_c_h_=_4_S_fe_e_t ______--1 f";;~ · ~· J ··- Property Address: .,.J_o_b_#_: _20_1_1_0_1 ___ Site Evaluator: "rt.···························'#"'O~ ···-r.;,,·.:~ ilJ 1173 Glenwood Loop, Bulverde, TX 78163 Design Date: 12/ I/20 Jeffrey Supplee, R.S. -,,,~~·\1> 4z.11 fr2.~~ A.PREMIER .,. ~.. ~,Q~i,~~~ ,·- ~- v SEPTIC DESIGNS, PLLC Property Owner: County = Comal OSSF Designer: ... .. ·t~n, "•., ~-·L.. .,.., ~ 11·t. VIQ ~.. __...~~\.• John Ostrom, Jr. & Kimberly Ostrom 1------~Sheet I of 2 Jeffrey Supplee, R.S. •t ·\ .l _'"'- \2. \ 1...0 Lot 75 ** Crossing of Water & Wastewater Lines: **IO' ofcl earance required around each sprinkler head Requires minimum vertical separation distance of 6" between o allow for uniform application of effluent, tree removal 1.01 Acres the encasing wastewater line and water line. Th e new wastewater line required accordingly ** shall be located below the water line ** Glenwood Subdivision Comal County, Texas T-Post Fence 121.00' Property Located in Area of Minimal Flood Hazard (FEMA FIRM #48091C0195F) Iron & Wire Fence Approx. 380' of 1.25" Sch 40 PVC Wood & Wire Pressure Line Fence 25 ft . ' ·. 25 ft ·... / Existing Fire "\. / ·. / Ring ' . __ ...... ,,., " '/" ...... Proposed Pool ' ...... & Hot Tub - . -. >/=1' Offset Between I Proposed Pool I Equipment Pad Pressure Line and Utility Esmt. ~ - \ "1248' 1' Offset Between Spray Heads and Existing Utility Esmt. 800 GPD ATU 125.4' Probable Route of 3" Sch 40 PVC w/ 2-way C/O Iron & Wire Fence . Elec. Pnl. Existing_ 4 Bedroom 1 '. Home - 4·,272 sq ft .·1250' 125 .~' ..... i ~ . N O' • •15' 30' I inch = 30 feet ··- Property Address: .,.J_o_b_#_: 2_0_1_1_0_1 ___ Site Evaluator: APR EM I ER 1173 Glenwood Loop, Bulverde, TX 78163 Design Date: 12/ I/20 Jeffrey Supplee, R.S. v SEPTIC DESIGNS, PLLC Property Owner: County = Comal OSSF Designer: John Ostrom, Jr. & Kimberly Ostrom t------~Sheet 2 of 2 Jeffrey Supplee, R.S. o !>otl55 STA.TE :or.. TEXAS"' COUtllV OF COW"'-• LOCATION MAP KH()W·m~ ·f!Y~ :~'IS: :. · . ·. · Th•. ownet :of the fQ;wj ttio.n : «i trifa .paot· ~ Wh0$9 .flotne ia -Macribeid :tt..-efo. ond ·ti RW...,orlhrw"'odulyouthori..-l~.h0 ~;:.:~od ou~ .., th~ lfle 1.LdOy of 4gp!~J1Sl04. 0-od Oloct• :Q. PGttOA.OO, ~ ·t-o me .to he. the penot.t .. wbOM """'' .S · to the. ~ Instrument. Gnd ~•Cld -- · "J;'.·-..,.·,. (j .. · • if1-f(,:~~~;~AROM-;JOAN!£tl f' . .· .. .: AMMAN ROAD · x ..~~ . . · f~t~'.-.· 1. ~;""' My~&p;res , (BVL,'vf:RDE 3.6MIL£S) Thia 9Ub ;:'";"':'~bl/''~!""oo'!,.~Aldmneo of 8\11-da, Te> 11a\e ~SfzAtteot ··,-~· . ~ -- 15 I 15 I t7 ll 18 I tt I 20 I 21 22 Z5 I 24 aty s.cn.t 7'8f 80 ! at 1821831&4 185 181 I ff7 STATE 0.- TEXAS• COCJHTY. Of' CUW. • I. Joy Stroatw. County CIM< of Comal Coonty do h.,.eby cerHly that 111• plat 1fQS ni.d for ~ i!lmyofflc;eonthe_~dayof~t" A.D., ™ · al ~ .M.ondduly r~dodIlle J~ day af ~ :_A.O. , 2004, o.t ~"- in tM Reco<4a of Woi>a '3nd Plot> in told offi<:6, bf said County, In 0- V°"""• ..iJL_ on Pog testimony wfunof witn.... my hO<>d Qltd C>fflcloleaal .~~ ,llU.~-day of :._...,.AO..2004 • .j;t!?'~ .:;M..- ..4 ~":~ .... ~ ~ySTREATER , COUNTYCURK t~r~~}~\ C()M~OOIJtfN, ID.AS • ).v~r~\ >,\i ~ H<>TES: 1. This abdMl:ion tholl be 9«"'v.ed by ci at.rte certifiad publ"c wcrt« euppfy ~em. 2. ThC aubdhiisiQn will ~ aerwd by tndMduot Of'\-sfte; sewage focltt'Ja. By.t~· ) \?t J . Proport:r O"tWneraen ocMsed UlGt they ore re~ for rnqin~• of dedfcat-.d '4sements on their ~ property that · t!"ley rnoy rt0t 008emen 1or ony pufP<>"' chetmi«ttof to thM" M11!nded use ~y ~~ and utifu th.. ls "'! (~ '10 structure~.-ptk tonk UM. etc. ). Qront"9 est aoid ~ed eoamenb r8lSlllt"Y'ISth .~ l'\Qht at to auch .oHm«Jts. ~ 121 OTS. OUT O'DOUGHERTY ST,t,lt OF !EX,t,S• ~ L eEINC 168.37 Aau:s Of lHE Om!El 4. Th...-e ;,, h-y -Jcoted o twonty (2.0) toot - F'ubllc utatty. °""'-· Ol\d Emb....,,,,,.tjlloc•t109« lLAGUE SUff'lfY N I hereby· a.rtify · .tha.t this plot l• true and con:ect ond W:OS ~epat·ed ff()(it M octu.al riOl'J-$lt9etfollihff. 6. Topogtapnie ltliQ(ma:tion ahowl\ hereon woa pro'lofdad by GEOOtTIX. INC. Contours ore thown at prt:ipdr'tr.m~ under '!).X.~ on th• groun.d. int.r. ~~:!4~~;"tiiie~~)~~ ·&::,~p.- Jot. and 'i.?it- lf::'t =m~yoi50~°!,.-= ~~ Kelly (~· 8. Lots· 25-12Z ore subj&c:t to o rnintmurn t w«ity-fnie {1:5) foot front buadjJ,9 aetbock ca: requt"1'd llJl:IEfu. Re 10. lnt.-ior c:raa. 1'Pc.• 9lll:ist ~ttlfn ot . S>ocm lo ond ;iut,~before ""' ~lh<> _LL_ day of :__A.O., 2004. ~ this~ No. 239, A-4<4-0, HEREBY OCOICAlCll ID 1HE PU8UC "S ~CHT Cf' WAY. lies U\e ~ A.~rw. H . lhta ~ton within ContrttuUn9 Zooc or ttte Edwor&: ~ <1f t.>ek"l9 U . A portion thial· f\aa ban ~t.ed Q4 In Sp«::iQI· Rood Hazard ZCM ....,. ~-,...... 1) r: '·.. . · ~ N~ oa dolin-od on the Flood .,...... , ~ot•11.,.,. (nRM) Pan« No. 48546J 0010 C. dot"' Saptombe<' :IS, 191!6. Notd\)' PlM;;-- ' . /1/if:..;-::.rnctt>rm MCOA~#.F.L f. U Thia .wdi'llolen 1iw wittlln lhe «Jrtra-t .orntonat µradlctton (ETJ) of lhe City of Bui-.T ...,. . t4. No dhc.1 /XceN LO Bkant:O Rodd ~ol b. otfo.ed frC(;l Iota t .orid 2'4. Slate of Te.oa Rkha Sworl"t to CW'lltaubri befor• me tn• th• .-JL do)' of' bs±: """c:::> ~-··\--~---') ~ ENGINEERING .v ()YotjER I OC'<£l.(PEJ! SURVE'YOR I E>IQfolITR SA LANO PAAm£RS. LLC PRO- TECli ENGINaRING GllOUP, Ir><. c:::> GROUP Not ~ .63 (512) ~7-52 San Morcos, Tn.o.t 78666 SC1'I Morooo, TX. 78666 ~-··~"f~~~~ (512). 35.'l-JJ'.)5 PLAN 5458 ~ i (512) ·353-JJJ5 EO 14730 •. \~7.w\..\147.JCA.A.~"1: SHEET 1 of '6 Yo 1..fk.1'5" f~S3 BU{. VfR!)f f.T.J PER. $A LAND PARTNERS, LLG REQUES T DATf.'(') JANUARY 26, 2004 · AS PER ORDINANCE DATED - -~--'----...- ...... , W1l\ 1S B. (~ A G~.> & . /13e\ CORINNE ANN l.UNl 124.00' 1 2~ . 0 \)' 144.00' 42 ..... ;...... _ ._... _ . ..;_ ~----4 LEGEND i n I !!» I ;R_l)ft S'fJ.K{ WI NJ.:IM«.IW l ~ :Af' &ll (~~f}.c;:l2! il)SET • ;fH(E" --...... '!<~"' $1 ' 1~·~· .. - l'Ptl:IPERfY UN£S l'COT P."AT nf°THl'$Pf:t\'I @ '<;Ofl\IN.. ~Tr t)((~ RiC:.OflOS re .C ~F':HISHEJ)f l.O!:~ fil'VA-'10t4 . I .. -~ ~ ~4 ~;_ 1.0.2 /i,C. 1:11 .00· · ,.... , .~·;·~;;;~ - ~ .. T -,,. ""·-1 ·"'"' ·· ···· 1,o-·'· 'c:;;.-71:02r~. · - .., .. 10 ··- Ii§ 11 ·· · . .· 73 \, 74 78 ~ 79 :; ~ 80 ~- I ::;._.~ 101 ;;.c. !ill.01 AC . \~ 1.01 Ac\ ~ 1.01 AC. ;;i 1.01 AC. 1.01 !1G . ~ 1. 01 AC. h ~ U l1 AC l1.,1 ,"""'.. ;~~. (.':~ ,. '(, ...·, ULYi:;RPt:: FIJ Pf,R SA LAND: PARTNERS. l:~C q 1~ .REOUESi DA Tr.D . JANl. JAR: Yf!::. 'ffil.. .ll·"'-.. ··. ··:· !··· ' c_ s PER 0Ro1NANc~·- · ?J.=tii~r - oA I .. _·; ~ > Xl'. ..__ .7\l . \l~' ': -4_:1 .d;_ 121 .00·\ 81 79· 48 ,l' d~ (~ E ~~60D . SH EE I b . OF .. _o :- PLAN 5458 MA Y 3, 2004 .. \14-730\.\14730PLATBASLDWG . · · SCALf: 1" = ·tOO' PREMIER -* SEPTIC DESIGNS, PLLC ~ OSSF -APPLICATION: Plat Excerpts Plat Excerpts -1173 Glenwood Loop, Bulverde, TX 78163 Q.. .oo· 121.00· 12U>O' 121.00· 121.()0' Q.. 121 121.00· 121.00' 121.00· .00· 121.00' 121.00· ,'~LEN,#"Ooo Cl. l A SUBDIVISIONOF' 182.90 ACRES Q g: OUT OF' lHE 0 8iJ 72 ~ 73 ~ 74 ~ 75 ~1 76 j§ 77 ..... DANIEL O'DOUGHERTYl£AGUE SURVEY No. 239, A-440 ~ 1.01 AC. ~ 1.01 AC. =: 1.01 AC. =:1.01 AC. ~ h.01 AC. ~ 01 AC. .Z~c.I~1.Zi~ c 3 1.0 COMAL COUNTY. TEXAS ,... ,.. ,., ,.; -. M ... 121 LOTS li: ~ ~ 11; ~ ...... N N N 171.00' 121.00' 121.00· 'cwr-0 r • • r • • .M. ond dulJ < t:::J 'I {!] ~ :0 ·l ~ rn ~ () ) ~ ~ ~ 5: I [17 •I " £:1 I ------l GLEN WOOD /,00 1' (t>ll ' R II II /'fl'~l'/.O'I 1 f\ ~ •'I /'I N 59•39·~9·E i:20.8b' {~~) • ;! "'1 l' ] l ,,, \ lf~(-.t\I°"''~lll'I"' ~,·,, , ,,._, .\1' ' I' - '" ll 'l'IJI' l'T//Jfl '. llRA/.VAO' I EN ' LEG D f'. ~ na.N'- ' A fNllA \'A111'/\T l!Ao'A~lll/'ff: .'llT !-. Pl 11'1''11 Pl ATI . ~ f11(x, qf/I At./\ S' t t/'1111'/ AT n ·111,>JJAI ,,,j ;., .., IOAll'I' I.II[ ~/l l'/I\. S 1 TllA• A "'·o'"' (1'1''11 /'/AT) CASOIC/lT 1..11£ IG S[TBACI< UIE 60 RIX .'ffTB AC'./\ \ 1,. f'OIC[ ( fX'<" .\ U 20050600891' ~ W![ I ~OCC'rt:NCC • "1. •9 ••T£"lol(Tt" $ ~mr '~~ · " ~.:«WC\.1.1::0. . lol(NT .-_•I ~C.:.'>tIT;:.'f f't>f llilitS; er u .) ncu·· ~~ 1.oR£1' 1.) PER THE SUBD PLAT IN. VOLUME ! 5, PAGES ~-'~B. M.v' ANO PLAT RECORDS. COM"1. COUNlY. T[X"5 THERE SH•LL PE A .}()' "'1D[ DRNG ESMT CENTUiEO ON All NHl R"1. Rl.Ni CHANNELS, CREEKS OR SWALES LOT 76 2.) MAY BE SUBJECT TO THE [S I.IT RIC.H'r.>. rr i; \'01. ~; /11 PG 560 , DEED RECOROS, COMAL COUNlY . TE\l S. s.<11'\ C'cY ww CONTAINS INSUFFlCICNT INFORMATl ON TO IJETCRMltl( THC i RCU.TlONSHIP TO THIS LOT :- , 11 ~ ,,, \ s 1101 4' (11100') f:.''.Y..:.r. ~"y~ lt114tlt<, '"'' Tt1 II Nil rll' lr r:H rHO 1/.1' "'., """° "'. C/1/0/LJ /fAN<.'11 l'fJll/'ANY t,'l/llJ/11 RA/Ir.II f.'OJ/l'ANY ('A/.1.1'.JJ fi Jl'HI Af'ltA.'I T/IAr 7' r:A1.~K111 11 01 At'lt"·°' rn.Ac:r (VfJ/ . llUU. /'fl fl(JIJ I r vat. n1111. trJ 1mnJ Surveyor OSSF - APPLICATION: Existing Tank Details Primary, ATU, & Pump Tank Advantage Wastewate r Solutions lie. Details below are to be followed for pump tank settings in accordance 444 A Old Hwy No 9 co .mfort, TX 78013 with 30 TAC §285.33(d)(2)(G)(iii): 830-995-3189 •Vo lume between Alarm On & Inlet (alarm volume)= 120 gal fax 830-995-4051 {1/3 of Q) •Vo lume between Pump On & Off (dosing volume)= 360 gal (one day storage using timer w/ requirement of night-time dosing) •Vo lume below pump pick-up (minimum operat ion volume)= 128 gal (pump positioned 6 11 above tank bottom+ 2" of volume) Maxx Ai:r M-800 (800 GPO) • •A system control timer equipped with a battery back-up is required for this application. The timer in conjunction with the battery baclc-up shall en.sure night-time do.sing occurs between the hours of midnight and 5:00am ** Specifications • Designation: Maxx Air, Model M-800 Single Family Residential Wastewater Treatment Unit • Treatment Capacity BOOGPD Inlet • BOD Loading: 2.6 lbs./day -----, -~:· •Tank: Mfg. out of precast concrete and steel 1: ~ r Pre· Aeration DIMENSIONAL DATA 59" Treatment 697Gal. ,j • UPFR''Wf!BPPWUiPll2''1!i' 431Gal. M-800 67" 75" 164.5" ... ~o;.:.~~.;;;:-·~;\:';-~1:~~~~"' ..~~ ~,~ ...... 1'~.t ~ ~,~.;···~~--.-Ai!/.... . · A c:ar.• . --..p~ ,,.•. ·· ..•'i ; ._t~ \•4· ~-~"".. ••'It•-··· ; J;EFFREY ·. ?LEE t!_·-~·····,,.-o\ ..·········•······•·· ~<:...··_.,- '•~\:t~-4211 ~QL_""~ f~-~~9JST~~·~~~ 1 ·~to;;A-c;~~--,."'" ''"""q,,·"~'41i>rz''''"'"'"' OSSF - APPLICATION : Pump Tank Details (drawing not to scale) Pump Tank Details Maxx Ai:r -800 (80·0 GPO) ioimum of s n Min. Alarm Volume - 120 gal Dosing Volume - 3 60 gal -e Aeration Treatment 697 Gal.. 431 G-ena inimum of8" Min. . Operating Volume - 128 ga 1 ...... ~~~~""''-~ QF rl!:-'.. . (") ~~....:\...... ,...... ,c;;: _... ·-~. ~-' ~.• ...,,"'fLJ ...IL ... ~ •.. ·.:;re. 0 d!!' .•• ., ~ c t::J 2 ,,., ;.: •·•.;...: .l I ·*•. *. -1 CJ :lJ ,...... ~~- \ ....-~ m - .... <:> (") ~ JlEFiPREV ·PPL.EE 1 --1 m f!!.... ~ ...... ~ "'-> L"O\ '3-11 .:~.; C::> Ill< ·r·~-.~___4" _. ~ -~-""·- "'-> ~r~'C~.. ~~~~., c:::> .. ~d'·~.IST~~-·~~., 1 *·\fCNA(~-_.\Z.\\\zo '°'""''"' PREMIER Typical Trench Profile SEPTIC DESIGNS, PLLC Aerobic Treatment w/ Surface Spray Application Two-way c/o 1" Sch 40 PVC Spray heads w/ Tank access risers distribution lines low angle trajectory nozzles Bid. Structure It Fl I 11r I El - ITT· Fl -···· I··· · - f · · · · · ·~·· · · · · · · · ·· · · · · · · · · · · · · r · · · · · · · · · · ... / 11 1 I ii ii I I \ I1 i 3" or 4" Sch 40 PVC Sand or pea gravel min. 1/8" fall per ft of pipe Aerobic Treatment Unit (ATU) trench bedding for w/ trash & oumo tanks distribution lines Min. 4" of pea gravel backfill surrounding Chlorinator tank Aerobic Treatment Unit (ATU) Two-way c/o w/ trash & pump tanks Bid. Structure :; 0 :.· :.·.: rn .lJ .. . : .. CJ m ~ (") -l m Chlorinator I'-> c::::> m< I'-> Spray heads w/ c:::> 0 low angle 3" or 4" Sch 40 PVC 1" Sch 40 PVC (minimum of 5' length) distribution lines trajectory nozzles **drawing not to scale** OSSF - APPLICATION: Pump Details {Installer to use product below or equivalent product) ClSeries Family Curve j ~ ll 160 • Franklin Electric l.tO IOO IOGAt 70 .... 220 !XI 200 r.o II m -r- JOX"'GPM " 1 50 -i 70 -I l60 ----- ' ~ 20G>H ...... _ 60 -I l40 ~ 40 ---...... _:~ i ~ """"-- l20 50 ,._ 30G1M \.~ IOO ~~ 30 40 \. -~ !Ml ~ 30 20 ~~ 60 \ ----- 20 ...... __ 40 ' ~ ~ ID ..... --...... 10 , 10 \ ~ \ ' -...... ~ GPM IO is 10 ~ 30 35 45 50 - ----.------, r ----r------lPM ~ 50 ~ ~ " M o m m lbt(!l>m) OSSF - APPLICATION: Spray Rotor/Nozzle Details {Installer to use product below or equivalent product) E .... S™ RAIN FINISHGRADE-- MODELPRO PLUS ROTOR SWINGPIPE ------Easy Arc Setting Specifications WITHTWO BARBELBOWS LATERALTEE OR ELL Flow Range: .5 • 10.0 GP ode ls Ralina: 20 • 70 PSI + 11000 ProPlus 11003-HP ProPlus 12• Higl Pop • Precipimtion 11003-SH Profllus Shrub OTHEROPTIONS: ADO TO PARf ER -CV Check .a ·NN + ·RCW ProPllJS for Reclaimed W wllow AngJeNozzle How to Specify Model Number IOescriDtion I11003 ~ () 0 0 rn JJ \) m ~ r-; -l . 11 ,...... ,, < c::::> ,...... ,, rn c::::> 0 ' i ill PREMIER ~ SEPTIC DESIGNS, PLLC ~ OSSF - APPLICATION: Bing Map Details Map Location -1173 Glenwood Loop, Bulverde, TX 78163 mmans Crossing Spnng Branch WafnutG Kreut?berg erghet :f ~ @) Smltllson Vall ... Oak Chfl Acres ll1 Boerne (!!.) nhal 1173 Glenwood Loop, Bulverde. TX 78163 Jn ;; Bulverde ·.. arr Oaks Ranch Timberwood Pa Scenic Oaks MoJ~tSm'• ... Oom1mon <:> (") -:t m "-:> C:> "-:> ~ l c::;, 0 ;ci PREMIER ~ SEPTIC DESIGNS , PLLC ~ OSSF - APPLICATION: Comal CAD Map Details Comal CAD Map Location -1173 Glenwood Loop, Bulverde, TX 78163 Property Options Geo ID Owner ID owner Name Legal Description Situs Address Doing Business As Apprais.d Value '.Address 1 10 . --·-·--- 1- ---1 ... ------. - ·--T------1173 GLENWOOD 20017300750 120830 I 953152 OSTROM JOHN JR & GLENWOOD. LOT 75 LOOP BULVERDE TX Null Ell 0 KIMBERLY 78163 PREMIER -®- SEPTIC DESIGNS, PLLC ._ OSSF - APPLICATION : Comal CAD Details C~malCAD Details -1173 Glenwood Loop, Bulverde, TX 78163 Account Property ID: 120830 legal Description: GLENWOOD, LOT 75 Geographic ID: 200173007500 Zoning: Type: Real Agent Code: 926172 Property Use Code: Property Use Description: l ocation -- Address: 1173 GLENWOOD LOOP Mapsco: BULVERDE, TX 78163 Neighborhood: GLENWOOD Map ID: SC Neighborhood CD: 415F101 Owner Name: OSTROM JOHN JR & KIMBERlY Owner ID: 953152 Mailing Address: 1173 GLENWOOD LOOP % O\vnership: 100.0000000000% BULVERDE, TX 78163-1608 ~~ HS (") "l CJ Ill ..,., n -< rn =-t r-....:> c:::> m r-....:> c::> m111 .:0 ~ PREMIER ~ SEPTIC DESIGNS, PLLC ~ OSSF -APPLICATION: Comal CAD Details {cont.) Comal CAD Details -1173 Glenwood Loop, Bulverde, TX 78163 IL! 1113.CJ Account Property ID: 120830 Legal Description: GLENWOOD, LOT 75 Geographic ID: 200173007500 Zoning: Type: Real Agent Code: 926172 Property Use Code: Property Use Description: Improvement RESIDENTIAL State A1 living 4272.0 sqft Value: $533,670 #1: --- Code: Area: Exterior Year Type Description Class CD SQFT Wall Built --+ RES11/2 Residential 11/2 story GOOD - RHQ ST,SV 2016 4272.0 --+ STR2 2nd Floor * 2016 0.0 AGFl Attached Garage ... 2016 1007.8 --+ PC Covered Porch (attached) "' 2016 80.0 --+ PC Covered Porch (attached) * 2016 374.0 --+ BALC Balcony * 2016 66.0 --+ SEP! Septic System * 2016 1.0 () 0 2c ,.,,t::1 -f \") -( c::> ""' ~ <:::::> PREMIER ~ -+ SEPTIC DESIGNS , PLLC ~ OSSF - APPLICATION: Comal CAD Details (cont.) Comal CAD Details - 1173 Glenwood Loop, Bulverde, TX 78163 IL Account - ·------·- - - -~ ------Property ID: 120830 Liagal Description: GLENWOOD, LOT 75 Geographic ID: 200173007500 Zoning: Type: Real Age.nt Code: 926172 Property Use Code: Property Use Description: () 0 c: ~ nic::::i "j <) .')J m ' c::> 0 -.:: !:J ""V c:::> ""V <::::> PREMIER -$ SEPTIC DESIGNS , PLLC ~ OSSF - APPLICATION: USGS Quadrangle Map Details USGS Map Location -1173 Glenwood Loop, Bulverde, TX 78163 , · '-./ \ (Bergheim, TX - Quadrangle Map 2019) PREMIER ~ SEPTIC DESIGNS , PLLC ._ OSSF - APPLICATION: Edwards Aquifer Viewer Map Details Aquifer Map Location -1173 Glenwood Loop, Bulverde, TX 78163 Circ e G Rnch ~ Edwards Aquifer 0 Contributl na Zone ~ r-...> c:::> r-...> l·I c::::> PREMIER -$ SEPTIC DESIGNS, PLLC +- OSSF - APPLICATION: Edwards Aquifer Viewer Map Details {cont.) Aquif~rMap Location -1173 Glenwood Loop, Bulverde, TX 78163 ": Bernheim National Flood Hazard Layer Fl RMette d FEMA Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Zone A, V,A99 With BFE or Depth Zone AE, AO, AH, VE, AR SPECIAL FLOOD HAZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Area of 1% annual chance flood with average depth less than one foot or with drainag. areas of less than one square mile Zone; Future Conditions 1% Annual Chance Flood Hazard Zone x Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes. Zone x FLOOD HAZARD I"I~ Area with Flood Risk due to Levee zone o NO SCREEN Area of Minimal Flood Hazard Zone x C=::J Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard Zone GENERAL 1---- Channel, Culvert, or Storm Sewer STRUCTURES I I I I I I I Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance Water Surface Elevation ©- - - Coastal Transect - s13- Base Flood Elevation Line (BFE) = Limit of Study =- Jurisdiction Boundary Coastal Transect Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available D N D. No Digital Data Available MAP PANELS 521 Unmapped + The pin displayed on the map is an approximatE point selected by the user and does not represe an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if It is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 10/1/2020 at 10:26 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. 'Ills map image is void if the one or more of the following map el ements do not appear: basemap imagery, flood zone labels, 1£gend, scale bar, map creation date, community identifiers, flRM panel number, and FIRM effective date. Map images for 1 L nmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 -.Jregulatory purposes. A.PREMIER v SEPT IC DESIGNS, PLLC -- INSTALLATION & MAINTENANCE DETAILS -- OSSF Type: Aerobic Treatment with Surface Spray Application DEC 0 7 2020 OSSF installation in accordance with this application shall occur with best available engineering/construction standards and at a minimum meet defined specification of the manufacturer, OSSF Title 30 TAC 285, and the permitting authority. Select excerpts from each of the fore mentioned sources have been summarized below to provide supplemental detail for installation, maintenance, and consideration of the OSSF application: Surface Application: • Land for surface application shall have a flat terrain (with less than or equal to 15% slope) and shall be covered with grasses, evergreen shrubs, bushes, trees, or landscaped beds containing mixed vegetation. There shall be nothing in the surface application area within ten feet of the sprinkler which would interfere with the uniform application of the effluent. Sloped land (with greater than 15%} may be acceptable if it is properly landscaped and terraced to minimize runoff. • Land that is used for growing food, gardens, orchards, or crops that may be used for human consumption, as well as unseeded bare ground, shall not be used for surface application. • If any ground within the proposed surface application area does not have vegetation, that bare area shall be seeded or covered with sod before system start-up. The vegetation shall be capable of growth, before system start-up. • Effluent must be disinfected before surface application. The effluent quality in the pump tank must meet the minimum required test results specified in 30 TAC §285.91(4). Approved disinfection methods shall include chlorination, ozonation, and ultraviolet radiation. Tablet or other dry chlorinators shall use calcium hypochlorite properly labeled for wastewater disinfection. • Distribution pipes, sprinklers, and other application methods or devices must provide uniform distribution of treated effluent. The application rate must be adjusted so that there is no runoff. • The maximum inlet pressure for sprinklers shall be 40 pounds per square inch. A pressure regulating valve followed by a pressure monitoring connection with gauge shall be installed on the effluent pressure line leaving the pump tank. Providing the capability to manually control pressure at the sprinklers not to exceed the fore mentioned maximum psi. The valve and pressure gauge shall be located within an access valve box adjusted to grade if located outside the pump tank. Low angle nozzles (15 degrees or less in trajectory) shall be used in the sprinklers to keep the spray stream low and reduce aerosols. • With the separation distances between the property line and the edge of the surface application area less than 20 feet but not to exceed a minimum separation of 10 feet sprinkler operation shall be controlled by a commercial irrigation timer set to spray between midnight and 5:00 a.m. The irrigation timer shall be equipped with a battery backup to ensure the fore mentioned application timing occurs for means of protection to public health and the environment. • For systems controlled by a commercial irrigation timer and required to spray between midnight and 5:00 a.m., there shall be at least one day of storage between the alarm-on level and the pump-on level, and a storage volume of one third the daily flow between the alarm-on level and the inlet to the pump tank. • Distribution piping shall be installed below the ground surface and hose bibs shall not be connected to the distribution piping. Bury depth of distribution piping shall be deep enough to allow the cover plate of the rotating head to be set at ground level. Trench bedding for the distribution lines should consist of sand or pea gravel. • All new distribution piping, fittings, valve box covers, and sprinkler tops shall be permanently colored purple to identify the system as a reclaimed water system. Page 11 &PREMIER v SEPTIC DESIGNS, PLLC -- INSTALLATION & MAINTENANCE DETAILS (cont.) -- Surface Application: (cont.) • Where installed wastewater and water lines are in proximity or cross provisions shall be taken in accordance with TAC 290.44(e) to protect against points of contamination. Importantly attention shall be given to horizontal and vertical separation distances, placement of the wastewater line beneath the water line, wastewater line or wastewater encasing pipe pressure rating requirements, encasing and embedding specifications, and orientation of pipe so that the segments are centered such that the joints are equidistance from the crossing center line. 2020 • When effluent must be pumped to a disposal area a check valve may be required if the disposal area is above_ the pump tank. Additionally, the pump tank shall be equipped to prevent siphoning by way of a vacuum break (inside the pump tank}, purpose to prohibit siphoning to or from the tank. • All electrical wiring should be installed by a qualified person in compliance with the applicable sections of the manufacturer guidelines, national electric code, and/or local code. Additionally, all external wiring shall be installed in approved, rigid, nonmetallic gray code electrical conduit. The conduit shall be buried according to the requirements in the National Electrical Code and terminated at a main circuit breaker panel or sub-panel. Connections shall be in approved junction boxes. All electrical components shall have an electrical disconnect within direct vision from the place where the electrical device is being serviced. Electrical disconnects must be weatherproof (approved for outdoor use) and have maintenance lockout provisions. • Special care must be taken during installation of the wastewater effluent disposal system to prevent an interconnection to any pre-existing irrigation system being served by a non-wastewater water source. • Upon completion of system installation attention shall be given to final site grading to promote positive run-off from treatment and disposal areas and minimize adverse effects from surface run-off. Owner Maintenance: • The property owner shall ensure that the OSSF is properly operated and maintained in accordance with TAC 30 Chapter 285. • Owners shall have the treatment tanks pumped on a regular basis in order to prevent sludge accumulation from spilling over to the next tank or the outlet device. Owners of treatment tanks shall engage only persons registered with the state and local permit authorities to transport the treatment tank contents. • A regular tank cleaning schedule should be established in accordance with site specific tank sizing and number of people living in the residence. • Proper treatment of effluent is expected with use from typical domestic wastewater sources such as toilets, lavatories, sinks, bathtubs/showers, and washing machines. Special care should be taken by the owner to prevent excessive volumes of water introduction to the system beyond the noted design criteria. System overloading can result, causing system pass through and less than desirable effluent conditions. • Introduction in excess to the OSSF of household cleaners, organic solids through garbage disposals, and cooking fats, oils, and greases should be avoided. Introduction of inorganic materials such as plastics or other materials that bacteria cannot consume should not be discharged into the system. • Owners shall not allow driveways, storage buildings, or other structures to be constructed over the treatment or disposal systems. :::T~ 12/1 /w RS 1/-2// Page I 2 SEPTIC DESIGNS, PLLC -- INSTALLATION & MAINTENANCE DETAILS (cont.) -- Owner Maintenance: (cont.) • Owners shall allow no man-made items such as, but not limited to, picnic tables, play equipment, or BBQ pits to be placed within the surface spray application area. General Notes: • The system installer must be licensed and operate in accordance with 30 TAC §285.61 (Duties and Responsibilities of Installers). • The property owner or owner's agent must first obtain an Authorization to Construct from the Permit Authority before any form of construction may commence on the OSSF. • If any discrepancies are found between the permitted design and actual field conditions the installer is to stop construction activities immediately and consult with the designer and permitting authority for an agreeable resolution . .:::/~ tt/1 Jzo RS 4-ll/ Page I 3 http:/ I cceoapp2/Ci tyworks/ Reports/ ReportViewer.aspx?PermitiD= I 0 ... Comal County Ot"tl • 01' COMAL CO OfY 'GIN I!.R License to Operate On-Site Sewage Treatment and Disposal Facility Issued This Date: II /04/2016 Permit umber: I 05032 Location Description: 1173 GLE WOOD LOOP BULVERDE, TX 78163 Subdivision: Glenwood Unit: Lot: 75 Block: Acreage: Type of System: Aerobic Surface Irrigation Issued to: John Ostrom, Jr & Kimberly Ostrom 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: - lncrease in the square feet of living area - lncrease in the number of bedrooms - A change of use (i.e. residential to commercial) - Relocation of system components (including the relocation of spray heads) - lnstallation 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. I of 1 11 /4/2016 4 :37PM GLENWOOD LOOP . r------121-00 I\ I ~ I _2!r_l!_TIL!!Y~~NT- --- \ >- \ I \I w~ > \ LOT 75 a: I\ 0 I \ \ I w I \ ·· I ·. 11 .. .I : r I I I 6 BDRM RES. MAXX AIR M-800 I 4200sf AEROBIC TREATMENT-.__ PLA~T I 11: SPRAY AREA = 6842sf X= TEST HOLES 121 .00' "'q ._ ... 96' 98' 0\11/NER: ORA\I\IN BY: JOHN OSTROM, Jr. & KIMBERLY OSTROM STREET AOORESS 1173 GLENWOOD LOOP LOT: LEGALDESC GLEN WOOD 75 PREPAREDBY GREG W. JOHNSON, P.E. F#002585 \-~o ~C)~~oc::;~ 201506018596_Pages:3 1' a_C\ \(\.)~~'-. NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE .PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. GENERAL WARRANTY DEED Date: May_ll_, 201 S DEC 0 7 2020 Gran tor: BRADLEY W. CARVER and LEA ANN CARVER, husband and wife Grantor's Mailing Address: c \°'-.~~o , \/\..·~\\ ()~~ ~"" ~~~'-'-~.~C-6~~q. -<;:a~~" County Grantee: JOHN OSTROM, JR. and KIMBERLY OSTROM, husband and wife Grantee's Mailing Address: j )13 c \ f,)') ' CCJ "4A. ~ \ County Consideration: TEN AND NOil 00 DOLLARS ($10.00) and other good and valuable consideration. Property (including any improvements): LOT 75, GLEN WOOD, COMAL COUNTY, TEXAS, ACCORDING TO MAP OR PLAT THEREOF RECORDED IN VOLUME 15, PAGES 53-57, MAP AND/OR PLAT RECORDS, COMAL COUNTY, TEXAS. Reservations from and Exceptions to Conveyance and Warranty: Validly existing easements, rights-of-way, and prescriptive rights, whether of record or not; all presently recorded and validly existing instruments, other than conveyances of the surface fee estate, that affect GENERAL WARRANTY DEED PAGE l OF2 9Bvttov:x1 Ill ~l~ll~~illl~llllil II the Property; and taxes for 2015, which Grantee assumes and agrees to pay, and subsequent assessments for that and prior years due to change in land usage, ownership, or both, the payment of which Grantee assumes. Grantor, for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the Property, together with all and singular the rights and appurtenances thereto in any way belonging, to have and to hold it to Grantee and Grantee's heirs, successors, and assigns forever. Grantor binds Grantor and Grantor's heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantee's heirs, successors, and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty. When the context requires, singular nouns and pronouns include the plural. LEA ANN CARVER ST ATE OF TEXAS ) COUNTY OF BEXAR ) ST ATE OF TEXAS \, \ \ COUNTY OF BEXAR \ AFTER RECORDING RETURN TO: GRANTEE GENERAL WARRANTY DEED PAGE 2 Of 2 FILED AND RECORDED Instrument Number: 201506018596 Recording Fee: 30.00 Number Of Pages: 3 Filing and Recording Date: 05/13/2015 10:36AM Deputy: KELLI JOHNSTON I hereby certify that this instrument was FILED on the date and time stamped hereon and RECORDED in the OFFICIAL PUBLIC RECORDS of Comal County, Texas. Bobbie Koepp, County Clerk Comal County, Texas NOTICE: It is a crime to intentionally or knowingly file a fraudulent court record or instrument with the clerk. DO NOT DESTROY - Warning/ this document is part of the Official Public Record COUNTY OF COMAL COUNTY ENGINEER'S OFFICE OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded items Date Received Initials Permit Number Instructions: Place a check mark next to all items that apply. For items that do not apply, place "N/A". This OSSF Development Application Checklist.m.ua,accompanythe completed application. OSSF Permit .l_ Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate J_ Site/Soil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer J 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 . RECEIVED .l_ Required Permit Fee DEC 0 7 2020 ~ Copy of Recorded Deed couv1 . l.. J Surface Application/Aerobic Treatment System .l_ Recorded Certification of OSSF Requiring Maintenance/Affidavit to the Public J Signed Maintenance Contract with Effective Date as Issuance of License to Operate Nl.fL_ Portion of Proposed OSSF Located in the United States Army Corps of Engineers (USACE) Flowage Easement Nlft__ USAGE Consent for proposed OSSF I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF Development Application . 1thbo .:;;_ ~pplicant ' • Date Revised: March 2018