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Comal County Environmental Health
OSSF Inspection Sheet --- c:?,H/'1;{£.~~
Installer Name: 1/2 I /'c.e t! 5cfflt ri)/<IV tt-LE OSSF Installer #:.----"'=/J::;,~~t)_t!J--=0=----=:5':...-J.t~d-~7£__ _________ _ 1st Inspection Date: 5"- /4- 2 t:JJ:!i' 2nd Inspection Date: 3rd Inspection Date:. ________ _
Inspector Name:ax#Pil- Inspector Name: Inspector Name:. __________ _
Permit#· I ObtJ~O Address·.-;;;u>M~A/ c50tTE.S 1:L3 AMUL€'"1 Description Anwser Citations Notes 1st Insp. 2nd Insp. 3rd Insp.
SITE AND SOIL CONDITIONS & 285.31(a)
SETBACK DISTANCES Site and Soil 285.30(b)(1)(A)(iv)
Conditions Consistent with ./ 285.30(b)(1)(A)(v)
Submitted Planning Materials 285.30(b)(1)(A)(iii)
285.30(b)(l)(A)(ii)
285.30(b)(1)(A)(i)
SITE AND SOIL CONDITIONS & 285.91(10) SETBACK DISTANCES Setback ./ 285.30(b)(4) Distances 28S.31(d) Meet Minimum Standards
SEWER PIPE Proper Type Pipe
I from Structure to Disposal System
(Cast Iron, Ductile Iron, Sch. 40, 285.32(a)(1)
SDR 26)
SEWER PIPE Slope from the Sewer
to the Tank at least 1/8 Inch Per 285.32(a)(3) Foot
SEWER PIPE Two Way Sanitary-
Type Cleanout Properly Installed
(Add. C/ 0 Every 100' &/or 90 285.32(a)(S)
degree bends)
PRETREATMENT Installed (if
required) TCEQ Approved list 285.32(b)(l)(G)285.32(b)(1 PRETREATMENT Septic Tank(s) )(E)(iii) Meet Minimum Requirements 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)(l)(E)(i)
285.32(b)( l)(E)(ii)(l)
PRETREATMENT Grease
Interceptors if required for 285 .34(d) commercial ,.. .----- ~ ·i/1" ~_.,?:;~/ ;;t; .J( /U _, /J ~ . ..... ~,- ~- '
No. Description
SEPTIC TANK Tank(s) Clearly
Marked SEPTIC TANK If
Single Tank, 2
Compartments Provided with
Baffle SEPTIC TANK Inlet Flowline
Greater than
3" and " T" Provided on Inlet and
Outlet
SEPTIC TANK Septic Tank(s) Meet
Minimum Requirements
8
AU. 1.1\NKS Installed on 4" Sand
Cushion/ Proper Backfill Used
9
SEPTIC TANK Inspection/ Clean
Out Port & Risers Provided on
Tanks Buried Greater than 12"
Sealed and Capped
10
SEPTIC TANK Secondary restraint
system provided
SEPTIC TANK Riser permanently
fastened to lid or cast into tank
SEPTIC TANK Riser cap protected
against unauthorized 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
15 Number
DISPOSAL SYSTEM Absorptive
16
DISPOSAL SYSTEM Leaching
Chamber
17
DISPOSAL SYSTEM Evapo-
transpirative
18
Anwser
/
./
Comal County Environmental Health
OSSF Inspection Sheet
Citations Notes
285 .32(b)(1)(E)
285.91(2)
285.32(b)(1)(F)
285.32(b)(1)(E)(iii)
285.3 2( b)( 1 )(E)( ii )(II)
285.32(b)(1)(E)(ii)( I)
285.32(b)(1)(E)(i)
285.32(b)(1)(D)
285.3 2( 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)
285.32(b)(1)(F)
285 .32(b)(1)(G)
285.34(b)
285.38(d)
285.38(d)
285.38(e)
~ 13 ~$"!) t.f~ PI
285 .33(a)(4)
285.33(a)(1)
285 .33(a)(2)
285.33(a)(3)
285.33(a)(1)
285 .33(a)(3)
285.33(a)(4)
285.33(a)(2)
285.33(a)(3)
285.33(a)(4)
285.33(a)(1)
285.33(a)(2)
Page 2
1st Insp. 2nd Insp. 3rd Insp.
{rf/p -JfJ
No. Description
DISPOSAL SYSTEM Drip Irrigation
19
DISPOSAL SYSTEM Soil
20 Substitution
DISPOSAL SYSTEM Pumped
Effluent
21
DISPOSAL SYSTEM Gravelless Pipe
22
DISPOSAL SYSTEM Mound
23
DISPOSAL SYSTEM Other
(descri be) (Approved Design)
24
DRAIN FIELD Absorptive Drainline
3" PVC
25 or4" PVC
DRAIN FIELD Area Installed 26
DRAIN FIELD level to within 1 inch
per 25 feet and within 3 inches
over entire excavation
27
DRAINFIELD Excavation Width
DRAIN FIELD Excavation Depth
DRAIN FIELD Excavation
Separation DRAIN FIELD Depth of
Porous Media
DRAIN FIELD Type of Porous
Media
28
DRAIN FIELD Pipe and Gravel-
29 Geotextile Fabric in Place
DRAIN FIELD leaching Chambers
DRAIN FIELD Chambers- Open
End Plates w/Splash Plate,
Inspection Port & Closed End
Plates in Place (per
manufacturers spec.)
30
LOW PRESSURE DISPOSAL
SYSTEM Adequate Trench Length
& Width, and Adequate
Separation Distance between
Trenches 31
Anwser
Comal County Environmental Health
OSSF Inspection Sheet
Citations Notes
285.33(a)(l)
285.33(a)(3)
285.33(a)(4)
285.33(a)(2)
285.33(d)(4)
285.33(a)(4)
285.33(a)(3)
285.33(a)(l)
285 .33(a)(3)
285.33(a)(2)
285.33(a)(4)
285.33(a)(l)
285.33(a)(3)
285.33(a)(l)
285.33(a)(2)
285.33(a)(4)
285.33(d)(6)
285.33(c)(4)
285.33(b)(l)(A)(v)
¥
285.33(b)(l)(E)
285.33(c)(2)
285.33(d)(l)(C)(i)
Page 3
1st Insp. 2nd Insp. 3rd Insp.
No. Description 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 & an additional 400 ft. for each additional bedroom ) EFFLUENT DISPOSAL SYSTEM Lateral Depth of 18 inches to 3ft. & Vertical Separation of 1ft on bottom and 2ft. to restrictive horizon and ground water respectfu lly EFFLUENT DISPOSAL SYSTEM Latera l Drain Pipe (1.25- 1.5" dia.) & Pipe Holes ( 3/16 - 1/4" dia. Hole Size) 5 ft .
32 Apart
AEROBIC TREATMENT UNIT Is Aerobic Unit Installed According
to Approved Guidelines. 33
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
34 unauthorized intrusions
AEROBIC TREATMENT UNIT
Chlorinator Properly Installed 35 with Chlorine Tablets in Place.
PUMP TANK Is the Pump Tank an approved concrete tank or other
acceptable materia ls & construction
PUMP TANK Sampling Port Provided in the Treated Effluent
Line
PUMP TANK Check Valve and/or
Ant i- Siphon Device Present When Required
PUMP TANK Audible and Visual High Water Alarm Installed on
36 Separate Circuit From Pump
PUMP TANK Inspect ion/Clean Out Port & Risers Provided
PUMP TANK Secondary restra int 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 svstem orovided
PUMP TANK Electri cal
Connect ions in Approved Junction 39 Boxes I Wiring Buried
Anwser
Comal County Environmental Health
OSSF Inspection Sheet
Citations Notes
285.33(b)(3)(A)
285.33(b)(3)(A) 285.33(b)(3)(B)
285.91(13) 285.33(b)(3)(D) 285.33(b)(3)(F)
285.32(c)(l)
Page4
1st Insp. 2nd Insp. 3rd Insp.
~ •
·.
No. Description
APPLICATION AREA Distribution
Pipe, Fitting, Sprinkler Heads & Valve Covers Color Coded Purple?
40
APPLICATION AREA Low Angle
Nozzles Used I Pressure is as
required
APPLICATION AREA Acceptable
Area, nothing within 10ft of
sprinkler heads?
APPLICATION AREA The
Landscape Plan is as Designed
41
APPLICATION AREA Area Installed
42
PUMP TANK Meets Minimum
Reserve Capacity Requirements
43
PUMP TANK Material Type &
44 Manufacturer
PUMP TANK Type/Size of Pump
Installed 45
Anwser
Comal County Environmental Health
OSSF Inspection Sheet
Citations Notes
285.33(d)(2)(G)(iii)(11)285.3
3(d)(2)(G)( iii)(lll)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)
285.33(d)(2)(G)(i)
285.33(d)(2)(A)
285.33(d)(2)(F)
Page 5
1st Insp. 2nd Insp. 3rd Insp.
Permit of Authorization to Construct an On-Site Sewage Facility
Permit Valid For One Year From Date Issued
106060
John & Cynthia Moos
123 AMULET DR
NEW BRAUNFELS, TX 78132
Talisman Estates
1
4
Subdivision:
Unit:
Lot:
Block:
Permit Number:
Issued This Date:
This permit is hereby given to:
To start construction of a private, on-site sewage facility located at:
APPROVED MINIMUM SIZES AS PER ATTACHED DESIGN
This permit gives permission for the construction of the above referenced on-site facility to
commence. Installation must be completed by an installer holding a valid registration card from the
Texas Commission on Environmental Quality (TCEQ). Installation and inspection must comply
with current TCEQ and Comal County requirements.
Call (830) 608-2090 to schedule inspections.
Type of System: Aerobic
Surface Irrigation
Acreage:
06/14/2017
COUNTY OF COMAL COUNTY ENGINEER'S OFFICE
OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded
items Date Received initials
/~(a ()(g {) Permit Number
RECEIVED
Instructions: JUN 0 9 2017
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. COUNTY
ENGINEER OSSF Permit
X Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
_x_ Site/Soil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer
_x_ 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.
X Required Permit Fee
X Copy of Recorded Deed
X Surface Application/Aerobic Treatment System
X Recorded Certification of OSSF Requiring Maintenance/Affidavit to the Public
~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
Check No. __ _ Receipt No. __ _ (Missing Items Circled, Application Refused)
Revised : January 2015
* * * CO MAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH * * * APPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN
ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date June 6, 2017 Permit # ---4>1-"'~~u'""""'a'-"~"b-:t 01.4----
Owner Name JOHN D & CYNTHIA A MOOS Agent Name GREG W. JOHNSON, P.E.
Mailing Address 1508 SST HWY46 Agent Address 170 HOLLOW OAK
City, State, Zip NEW BRAUNFELS TEXAS 78130 City, State, Zip NEW BRAUNFELS, TX 78132
Phone# 830-221-7495 Phone# (830) 905-2778
Email [email protected] Email [email protected]
All correspondence should be sent to: D Owner IZ! Agent D Both Method : D Mail IZ! Email
Subdivision Name TALISMAN ESTATES UniUPhase/Section Lot 4 Block ----------------------------- --------Acreage/Legal
-------------------------------------------------------------------------------------Street Name/Address 123 AMULET DRIVE
--------~~~~==~~~=---------City NEW BRAUNFELS --------------------- Zip 78 132 ____ _;,_,:~=----
Type of Development:
IZ! Single Family Residential RECEIVED
Type of Construction (House, Mobile, RV, Etc.) -----------------------------------HOUSE JUN 0 9 2017 Number of Bedrooms 3
Indicate Sq Ft of Living Area 2300 COUNTY ENGINEER -------
D Commercial or Institutional Facility
(Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ------------------------------------Offices, Factories, Churches, Schools, Parks, Etc. - Indicate Number Of Occupants ---------------------------Restaurants, Lounges, Theaters- Indicate Number of Seats ---------------------------------------------Hotel, Motel, Hospital, Nursing Home - Indicate Number of Beds ------------------------------------------Travel Trailer/RV Parks - Indicate Number of Spaces ---------------------------------------------------Miscellaneous
Estimated Cost of Construction: $ 230,000 (Structure Only) ------'-----
Is any portion of the proposed OSSF located in the United States Army Corps of Engineers (USAGE) flowage easement?
DYes IZ! No
(if yes, owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)
Source of Water D Public IZ! Private Well
Are Water Saving Devices Being Utilized Within the Residence? IZ! Yes D No
i ::.ertify that the completed application and all additional information submitted does not contain any false information and does not conceal any ;naterial facts. Authorization is hereby given to the permitting authority and designated agents to enter upon the above described prope!"ty 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 Comal County Flood Damage
Order.
Date
195 David Jonas Dr., New Braunfeis, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page I of 2
Revised January 2016
TALISMAN ESTATES, UNIT 1, LOT 4
* * * 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 lRRlGA nON----------------------~--~~~~--~~~------~~~~~~~~~------------Size of Septic System Required Based on Planning Materials & Soil Evaluation
Tank Size(s) (Gallons) NU()Jpr(e:(l ~S'$DJ-768PT Absorption/Application Area (Sq Ft) 4825-------------------------- ----------------------Gallons Per Day (As Per TCEQ Table III) ------------------240(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone? IZIYes D No
(If yes, the planning materials must be completed by a Registered Sanitarian (R.S.) or Professional Engineer (P.E.))
Is there an existing TCEQ approved WPAP for the property? 0 Yes IZINo(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? 0 Yes IZINo(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 willnot be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office.)
Is the property located over the Edwards Contributing Zone? 0 Yes IZINo
Is there an existing TCEQ approval CZP for the property? 0 Yes IZINo(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? 0 Yes D 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 IZINo
If yes, indicate the city: _
~ OF ?'~,,~ .... ,.' .. "',~"'1o '. -.~.,J.._'" ',t\"*: ,-~ ',*'" : -, " *
;;. G'R'EG'W,'JOHNSO'N': ; .
I certify that the information provided above is true and correct to the best of my knowledge.
~ 1une7,2017Sign~ Date
195 David Jonas Dr" New Braunfels. Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of 2Revised January 2016
June 07, 2017
Greg W. Johnson, P.E. 170 Hollow Oak
New Braunfels, Texas 78132 830/905-2778
Comal County Office of Environmental Health 195 David Jonas Drive New Braunfels, Texas 78132-3760
RE- SEPTIC DESIGN 123 AMULET DRIVE TALISMAN ESTATES, UNIT 1, LOT 4 NEW BRAUNFELS, TX 78132 MOOS RESIDENCE
Ms. Brenda Ritzen/ Sandra Hernandez,
RECEfVSf)
JUN 2017
COUNTY ENGl EER
The referenced property is located within the Edwards Aquifer Recharge Zone. This property is exempt from a WP AP because it is not a regulated activity according to §213.30(28)(B)(v). To my knowledge no WPAP exists for this property.
Temporary erosion and sedimentation controls should be utilized as necessary prior to construction. If any sensitive feature (caves, solution cavities, sink holes, etc.) is discovered during construction, activities must be suspended immediately and the applicant or his agent must immediately notify the TCEQ Regional Office. After that operations can only proceed after the Executive Director approves required additional engineered impact plans.
Designed in ac tdance with Chapter 285, Subchapter D, §285.40, 285.4 1, & 285.42, Texas Commission n Environmental Quality (Effective December 27, 2012).
· eg W. hnson, P.E. 170 Hollow Oak
l/
New Braunfels, Texas 78132 - 830/905-2778
AFFIDAVIT lllllllllllllllllllllllllllllllllllll 201706028208 06 /09 / 20 17 12 :03 :28 PM 1/1
THE COUNTY OF COMAL STATE OF TEXAS
CERTIFICATION OF OSSF REQUIRING MAINTENANCE RECEfVEO
According to Texas Commiss ion on Environmental Quality Rules for On-Site Sewage Faci~Y~s 0 9 2017 (OSSF's), this document is filed in the Deed Records ofComal County, Texas.
I COUNTY ENGINEER The Texas Health and Safety Code, Chapter 366 authorizes the Texas Commission on Environmental Quality (TCEQ) to regulate on-s ite sewage facilities (OSSFs). Additionally, the Texas Water Code (TWC), § 5.012 and § 5.013 , gives the commission primary responsibility for implementing the laws ofthe 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. Additionally, the owner must provide proof of the recording to the OSSF permitting authority. This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF, nor does it constitute any guarantee by the commission that the appropriate OSSF was installed .
II 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):
~/PHASE/SECTION BLOCK 4 LOT TALISMAN ESTATES SUBDIVISION
IF NOT IN SUBDIVISION: ____ ACREAGE SURVEY
JOHN D. MOOS & CYNTHIA A. MOOS 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 1 DAY OF )u,v~ ,20 17
Owner (s) Printed name (s)
_...=........:..___.,.-------- SWORN TO AND SUBSCRIBED BEFORE ME ON THIS 1 --~~~-----_ ,20_1_7_ I
,,,,~~~~~;-,,, GREG W. JOHNSON l~!:A:;.<:?._ Notary Publi c, State of Texas U)~~) .. J My Commission Expires ~,;.~io;\•~$l' Mav 17, 2018 ,,,,,. .. ,,,,
_ _{_N()tarv $eal Herflj_
THIS AREA FOR RECORDING PURPOSES ONLY
Filed and Recorded Official Public Records Bobbie Koepp, Counly Clerk Coma! County Texas 06/09/2017 12:03:28 PM CHRISTY 1 Page(s) 201706028208
-~~
DAY OF
CERTIFIED SEPTIC INSPECTIONS Aerobic Maintenance/Sert~ice Contract
TALISMAN ESTATES, UNIT 1, LOT 4 . 123 AMULET DRIVE NEW BRAUNFELS, TX 78132
Tom Moos 714 Elm Creek
Phone 830-609-3041 Mob 830-660-6225
RECEJVEO
New Braunfels TX 78132 Class n 050021683
JUN 0 9 2017
In consideration of prepayment of this Service Contract cost indicated below, this Contract autt'hri~NGINEE Moos to provide the fol~ng: -~ITf! R
&flnitial 2 year Warranty ( ) Continuing Service Agreement
During the service period specified, make regular inspection call and report each C4) months from the date of i!l§ta!latinn cr the date of this seryjce contract as required w TCEO regulations on the system at the following . address:
Name: Adc:lr'Ms: CityJState/Zip: Phone:
JOHN D. & CYNTHIA A. MOOS 123 AMULET DRIVE NEW BRAUNFELS, TX 78132 830-221-7 495
The effective date of this initial maintenance contract shall be the date the License to Operate is issued.
Inspection calls will include:
A An effluent quality inspection consisting of a visual check for color and examination for odor B. Adjustment and servicing of any mechanical and electrical components that are out of order C. Periodic sampling of settled soils in the aeration chamber Q If any improper condition is observed which cannot be corrected at inspection time, the user will be
notified in writing of the condition(s) and the estimated date of correction(s). E. Complaint response time is (48) brty-eight hours or less.
The cost of this service contract will be $ and is effective from l.::f'D to ____ .
Additional service (as ordered by customer), additional chlorine (after startup dosage). Replacement of any and all filters, replacement of •out of warranty" or no warranty components (alarms, compressors. etc.), laboratory 'teSt work, pumping of aerobic unit or pre-treatment tank (pumping done upon written authorization from customer) is available at an additional cost and payable at the time the service is reridered, or ooless otherwise stated on invoice.
IMPORTANT: This Warranty/Service Contract does not oc:Ner the cost of service calls, labor or materials which are required due to misuse or abuse of the system; failure to maintain electrical power to the system; sprinklers that are broken; leaking, stopped up or otherwise malfunctioning; sewage flows exceeding the hydraulic/organic design capabilities; disposal of non biodegradable materials, soiYenls, grease, oil, paint, etc; or any usage contrary to the requirements listed in the system owners manual or as advised by Authorized Service Representative.
Owner is responsible to maintain chlorine In chlorinator at all times.
A schedule of charges or parts and additional service is available by calling the phone number above.
ON-SITE SEWERAGE FACILITY SOIL EVALUATION REPORT INFORMATION
Date Soil Survey Performed: __ J_u_n_e_06....:.,_2_0_17 __ RECEIVED
Site Location: _______ T_A_L_I_S_MA_N_E_S_T_A_T_E_S....:.,_U_N_l_T_l....:.,_L_O_T_4 _____ _
Proposed Excavation Depth: ___ N_I_A __ _ JUN 0 9 2017
Requirements: COUNTY ENGINEER 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 BORfNG NUMBER SURFACE EVALUATION
Depth Texture Soil Gravel Drainage Restrictive Observations (Feet) Class Texture Analysis (Mottles/ Horizon
Water Table)
0 4"
IV CLAY N/A NONE LIMESTONE DRK.BROWN I OBSERVED @ 4"
2
3
4
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 I
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.
OSSF SOIL EVALUATION REPORT INFORMATIONDate: June 07,2017Applicant Information:
Name: JOHN D. & CYNTHIAA. MOOSAddress: 1508 S. STREET HWY 46City: NEW BRAUNFELS State: TEXASZip Code: 78130 Phone: (830) 221-7495
Site Evaluator Information:Name: Greg W. Johnson, P.E., R.S., S.E. 11561Address: 170 Hollow OakCity: New Braunfels State., -"'-T~ex'-O.!a=s'--__Zip Code: 78132 Phone & Fax (830)905-2778
Property Location:Lot_4_Unit_1_ Blk Subd. TALISMAN ESTATESStreet Address: 123 AMULET DRIVECity: NEW BRAUNFELS Zip Code: 78132Additional Info.: ---------------------------
Installer Information:Name: _Company: _Address: _City: State: _Zip Code: Phone _
3t08 %YES_NO~YES_NO~YES_NO~YES_NO~YES_NO~
Topography: Slope within proposed disposal area:Presence of 100 yr. Flood Zone:Existing or proposed water well in nearby area.Presence of adjacent ponds, streams, water impoundmentsPresence of upper water shedOrganized sewage service available to lot
Design Calculations for Aerobic Treatment with Spray Irrigation:CommercialQ= GPDResidential Water conserving fixtures to be utilized? Yes X No _Number of Bedrooms the septic system is sized for: 3 Total sq. ft. living area 2300
Q gal/day = (Bedrooms +1) * 75 GPD - (20% reduction for water conserving fixtures)Q = ( 3 +1)*7ij 20%)= 240Trash Tank Size '~5'} Gal.TCEQ Approved Aerobic Plant Size 600Req'd Application Area = Q/Ri = 240 1 __ 0._06_4__ = __ 3_75_0__ sq. ft.Application Area Utilized = 4825 sq. ft.Pump Requirement 12 Gpm @ 41 Psi (Redjacket 0.5 HP 18 G.P.M. series or equivalent)Dosing Cycle: ON DEMAND or __ .~ TIMED TO DOSE IN PREDAWN HOURSPump Tank Size = 768 Gal. 14..)" Gal/inch.Reserve Requirement = 80 Gal. 113 day flow.Alarms: Audible & Visual High Water Alarm & Visual Air Pump malfunctionWith Chlorinator NSF ITCEQ APPROVEDSCH-40 or SDR-26 311or 411sewer line to tankTwo way cleanoutPop-up rotary sprinkler heads wi purple non-potable lidsI" Sch-40 PVC discharge manifoldAPPLICATION AREA SHOULD BE SEEDED AND MAINTAINED WITH VEGETATION.
G.P.D.
I HAVE PERFORMED A THOROUGH INVESTIGA TION BEING A REGISTERED PROFESSIONAL ENGINEERAND SITE EVALUATOR IN ACCORDANCE WITH CHAPTER 285, SUBCHAPTER D, §285.30, & §285.40(REGARDING RECHARGE FEATURES), TEXAS COMMISSION OF ENVIRONMENTAL QUALITY(EFFE I DECE ER 27, 2012)
9. #106060
NU-WATER 8-550 -768PT600 GPD AER081C
TREATMENT PLANT
SPRAY AREA = 4825sfX= TEST HOLES
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OWNER:JOHN D. & CYNTHIA A. MOOS
DRAWN BY:
3TREETADDRE33: 123 AMULET DRIVE
LEGALDESC TALISMAN ESTATES
PREPARED BY GREG w. JOHNSON, P.E. F#002585 DATE 6/7/2017
LOT:
4
TANK NOTES:Tanks must be set to allow a minimum of1/8" per foot fall from the residence.Tightlines to the tank shall be SCH-40 PVC.A two way sanitary tee is required betweenresidence and tank.A minimum of 4" of sand, sandy loam, clay loamfree of rock shall be placed under and around tanks
ALL WIRING MUST BE IN COMPLIANCE WITHTHE MOST RECENT NATIONAL ELECTRIC CODE
POLY LOCK
TOFIELD-
PRESSURE ADJUSTMENT& SAMPLING VALVE
RESERVE REQUIREMENT80 GAL +
HIGH LEVEL FLOATOVERRIDE FLOAT
OVERRIDE FLOAT
PUMP ON/OFF FLOATWORKING LEVEL240 GAL
LoSUMP 218 GAL
:2:o1-1-I-W0--'c:J~OLL
j'... 1-0
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TYPICAL PUMP TANK CONFIGURATIONNU-WATER 550PC -400PT 768 GAL PUMP TANK
Directions Made Easy www.mapsco.com
2
3
7
A
ENCINO HILLS
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SCALE IN MILES
0 1/8 1/ 4 3/8 1/2
B
CO MAL COUNTY
1® 1
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CONTINUED ON ~ 389
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CONTINUED ON W1' ~57
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RECEIVED
NTY ENGINEER
F SCALE IN FEET
1000 2000
2
7
8
3000 COPYRIGHT 1978. 2009 by MAPSCO, INC. - All RIGHTS RESERVED
TALISMAN ESTATES, UNIT 1, LOT 4
* * * COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH***
APPLICATION FOR PERMlT FOR AUTHORIZATION TO CONSTRUCT AN ON-SITE SEW AGE F ACIUTY 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
SOLAR AIR SA600-768PT Tank Size(s) (Gallons) Absorption/Application Area (Sq Ft) 4825 ------------------------- ---------------------Gallons Per Day (As Per TCEQ Table Ill) 240 ------------------(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
RECBMED
JUN 0 9 ZOJ1
Is the property located over the Edwards Recharge Zone? IZI Yes 0 No COU
(If yes, the planning materials must be completed by a Registered Sanitarian (R.S.) or Professional Engineer (P.E.)) NTY ENGf l!ER
Is there an existing TCEQ approved WPAP for the property? 0 Yes 1Z1 No
(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 1Z1 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? 0 Yes IZI No
Is there an existing TCEQ approval CZP for the property? 0 Yes IZ! 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? 0 Yes 0 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? 0 Yes 1Z1 No ~-<:$::;s:-~ ... ~~
.:9' ~ OF It: >-,:_,:- ~ . . . . . . -+- "\,\. If yes, indicate the city: /J. J c;- . · · · .. *. · · · · :',_p \,\ ----------------------------- !J * _: ' ·. • '\,\
v * . ·. * y\
(:; . 8'R"E:8. w.· J"oHN"s.C:iN" . ~ \~~ i ··.:.:~ .. 67587 . ;_>' i J
,. ,0..<'-. ·-~~lSi~~--~~ ' ~ ...... 0' -'' .:!.>S'tONAL 'C.~ .
-~~ -o:-<5-·-~::,.>:'~ FIRM #2585
I certify that the information provided above is true and correct to the best of my knowledge.
~ June7, 2017 Sign~ Date
195 David Jonas Dr., New Braunfels, Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of 2 Revised January 2016
OSSF SOIL EVALUATION REPORT INFORMATION Date: June 07,2017 AppJicant Information:
Site Evaluator Information: Name: JOHN D. & CYNTffiA A. MOOS Address: 1508 S. STREET HWY 46
Name: Greg W. Johnson, P.E., R.S., S.E. 11561 Address: 170 Hollow Oak
City: NEW BRAUNFELS State: TEXAS City: New Braunfels State: Texas Zip Code: 78130 Phone: (830) 221-7495 Zip Code: 78132 Phone & Fax (830)905-2778
Property Location: Installer Information: Lot _ 4_Unit_1_ Blk Subd. TALISMAN ESTATES Name: __________________________ _ Street Address: 123 AMULET DRIVE Company: ___________ __ City: NEW BRAUNFELS Zip Code: 78132 Address: _______________ _ Additional Info.: ---------------------------- City: State:. ____ _
Zip Code: Phone ______ __ Topography: Slope within proposed disposal area: Presence of 100 yr. Flood Zone: Existing or proposed water well in nearby area. Presence of adjacent ponds, streams, water impoundments Presence of upper water shed Organized sewage service available to lot
3to8 % YES_ NO_!_ YES_ NO_!_ YES_ NO_!_ YES_ NO_!_ YES_ NO_!_
Design Calculations for Aerobic Treatment with Spray Irrigation: Commercial Q= ____ GPD Residential Water conserving fixtures to be utilized? Yes X No __ _
REcer
JUI 9 2017
COUNTY ENGINEER
Number of Bedrooms the septic system is sized for: 3 Total sq. ft. living area 2300 Q gal/day = (Bedrooms + 1) * 75 GPD - (20% reduction for water conserving fixtures) Q = ( 3 +1)*75-( 20%)= 240 Trash Tank Size 374 Gal. TCEQ Approved Aerobic Plant Size 600 G.P.D. Req'd Application Area= Q/Ri = 240 I _ _..:....0.~06~4 __ = ___ 3_7.::....50=---_sq. ft. Application Area Utilized = 4825 sq. ft. Pump Requirement 12 Gpm @ 41 Psi (Redjacket 0.5 HP 18 G.P.M. series or equivalent) Dosing Cycle: ON DEMAND or X TIMED TO DOSE IN PREDAWN HOURS Pump Tank Size = 768 Gal. 14.4 Gal/inch. Reserve Requirement = 80 Gal. 113 day flow. Alarms: Audible & Visual High Water Alarm & Visual Air Pump malfunction With Chlorinator NSF/TCEQ APPROVED SCH-40 or SDR-26 311 or 4" sewer line to tank Two way cleanout Pop-up rotary sprinkler heads w/ purple non-potable lids 1" Sch-40 PVC discharge manifold APPLICATION AREA SHOULD BE SEEDED AND MAINTAINED WITH VEGETATION.
1 RECE1Via)
JUIN 9 2017
TANK NOTES: COUNTYENGINf2Eh
Tanks must be set to allow a minimum of 1/8" per foot fall from the residence. Tightlines to the tank shall be SCH-40 PVC. A two way sanitary tee is required between residence and tank. A minimum of 4" of sand, sandy loam, clay loam free of rock shall be placed under and around tanks
ALL WIRING MUST BE IN COMPLIANCE WITH THE MOST RECENT NATIONAL ELECTRIC CODE
PRESSURE ADJUSTMENT & SAMPLING VALVE
HIGH LEVEL FLOAT
PUMP ON/OFF FLOAT
POLY LOCK
TO FIELD-
RESERVE REQUIREMENT 80 GAL+
WORKING LEVEL 240 GAL
SUMP 210GAL
::2: 0 t:tu 0-' aJ ~ O u.. 1- 0 Lo
"'
TYPICAL PUMP TANK CONFIGURATION SOLAR-AIR SA-600 768 GAL PUMP TANK
at.
SOLAR AEROBIC 6754 HWY 90 EAST
LAKE CHARLES, LA 70615 PHONE: (337) 439-0680
RECEIVED
JUN 0 9 2017 t -- - ·-r -., .....
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MODEL SA600-768PT
SEWER TREATMENT SYSTEM
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PLANT
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#106060
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OWNER:JOHN D. & CYNTHIA A. MOOS
DRAWN BY:
;STREETADDRE;S;S: 123 AMULET DRIVE
LEGALDESC TALISMAN ESTATES
DATE 6/7/2017PREPARED BY GREG W. JOHNSON, P.E. F#002585
LOT: 4
SOLAR AIR SA-600 - 768 PT AEROBIC TREATMENT
PLANT
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JOHN D. & CYNTHIA A MOOS
SlREETADDRESS 123 AMULET DRIVE
LEGALDESC TALISMAN ESTATES
PREPARED BY GREG W. JOHNSON, P.E. F#002585
/
1
DATE 6/7/2017
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DRAV\oNBY:
LOT:
4
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111111111\1 IIIII\\ Ill 201706001323 01/09/2017 04:06 :45 p~ 1/3 }4/J!
~~,-If- liP- ~3.)-..J fs-"~~ ;:?>,4--
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF 1liE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE rT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S UCENSE NUMBER.
STATE OF TEXAS
GENERAL WARRANTY DEED
§
COUNTY OF COMAL KNOW ALL MEN BY THESE PRESENTS:
§
THAT TRACY L KIMNACH and wife, CYNTHIA A. KIMNACH, hereinafter called
Grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00)
cash and other good and valuable consideration in hand paid by JOHN D. MOOS and
wife, CYNTHIA A. MOOS, hereinafter called Grantee, the receipt and sufficiency of which
is hereby acknowledged;
HAS GRANTED, SOLD and CONVEYED, and by these presents does GRANT,
SELL and CONVEY unto the said Grantee the following described property situated in
Comal County, Texas, to-wit:
Lot 4, TALISMAN ESTATES UNIT ONE, Comal County, Texas, according to plat recorded In Volume 4, Page 60, Map and Plat Records, Comal County, Texas.
This conveyance is made subject to, all and singular, the restrictions, conditions,
easements arid covenants, if any, applicable to and enforceable against the above
described property as . reflected by the records of the County Clerk of Comal County,
Texas.
TO HAVE AND TO HOLD the above described premises, together with, all and
singular, the rights and appurtenances thereto in anywise belonging unto the said
Grantee, Grantee's heirs, executors, administrators, successors, or assigns forever.
RECEIVED
JUN 0 9 2017
COUNTY ENGlNEER
Taxes for the current year have been prorated and are thereafter assumed by
Grantee.
Grantor does hereby bind Grantor, Grantor's heirs, executors, administrators, and
successors to warrant and forew:r d~fend, all and singular, the said premises unto the
said Grantee, Grantee's heirs, executors, administrators, successors, and assigns against
any person whomsoever claiming or to claim the same or any part thereof.
DATED this the~ day of January, 2017.
z ).,~ TRA~CH .
~2 a, -f:mvnad... c~JAA:KIMNACH
--=__.,~=--=~=~) i This instru nt was acknowledged before me on t ·
by TRAC • KIMNACH and wife, CYNTHIA A. CH.
GRANTEE'S MAILING ADDRESS:
/SN > Sl, ~ '-/(, ALtvtl3 t;;;, +: tL 1 f>/3 v
7896.deeds Capital Tille Co. (BA) GF 116-285295-nb
2
RECEJ fED
JUJrN 9 2017
COUNTY ENGINEER
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
RECEIVED
JUN 0 9 2017
COUNTY ENGINEER
CIVIL CODE§ 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of L 0 ~tl IV (!. e L. e..S )
On 5/1/Y' 0 J.off. before me, f'11l-·hoP'>h ;t{~Jh1~· ff""7" .:J r'v L_..fl.~ Date __...,.-; . Here Insert Name and Title of the Officer
personally appeared I /f/1 e.., '/ )_ k_r~f( /) V ---r/ Name(s) of Signer(s)
(__.... -l- rV f IU"I'f d' ~ IV4 C.# ' who proved to me on the basis of satisfactory evidence to be the p~eo hose nam@sA~ subscn~o the within instru~ and acknowledged Jo-.(ne that ~t e executed the same his/he~ th~ir thorized capaci~. and th~ his/her/their 'signatur~on e instrument the pers~( , or the ity upon behalf of which the pers~s) acted, executed the instrument. '
Place Notary Sea/ Above
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
Signatu
----------------------------OPTIONAL----------------------------Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document Title or Type of Document:-------------------------Document Date: ----------------- Number of Pages: ----Signer(s) Other Than Named Above: ----------------------
Capacity(ies) Claimed by Signer(s) Signer's Name:----------- Signer's Name:------------0 Corporate Officer - Title(s): ------ 0 Corporate Officer - Title(s): ___ _ o Partner - o Limited 0 General 0 Par:t~er - 0 Limi Filed and Recorded o Individual o Attorney in Fact 0 lnd1v1dual C Official Publi~ Records ~ ~t~~~----D_G_u_a_rd_ian_o_r _c_on_s_erv_a_t_or_ ~ ~~!~:e c Bobbie KoepD' Cow1ty Clerk
=•=rese~tin:= ana •-• .. ....::::.:=: ilr~/~t~:M~~ Pft ©2016 National Notary Association· www.NationaiNotary.org ·1-800-US NOTAR) ~~=-~3~!ge(s}
-~~
Questions or Comments > >
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License Detail
To report a change of address, phone nu mber, or email address, please fill out the form located at http :/ jwww. tceq. texas.gov / licensing/forms/con tactu pdate.
License{s)
CN: CN601783194
Name: FONVILLE, CHARLES D
Address: 145 BIG SUR DR
City: BLANCO
State: TX
ZIP: 78606-4507
County: COMAL
Work Phone: 512-983-3485
There were 2 licenses found.
Program 0 License Type and Level 0 License Number 0 Last Issued Date 0 Exp. Date 0 License Status 0 CE Hours tl OSSFOL OSSF INSTALLER II OS0005427 08/21/2017 08/31/2020 CURRENT 0
OSSFOL OSSF INSTALLER I OS0010586 08/29/1997 08/17/1998 EXPIRED N/A
Note: The number of CE hours needed in order to renew a license is based on the term ( length) of each license. Please go to the program page for the license you hold to determine the number of CE hours needed and to view the latest information and renewal requirements for your license.
Application{s) within the last 2 Years There were 1 applications found .
Program Q Type and Level Q App. Type Q App. Status Q App. Review Date Q App. Expiration Date 0 Deficiency Letter Date 0 Total Hours
OSSFOL OSSF INSTALLER II RENEWAL LICISSUED 08/21/2017 09/30/2017 No Deficiency 178
Course(s) There were 26 courses found . Note: Yo~ may see the same course listed multiple times. This occurs because the course counted towards multiple license programs.
Program 0 Course Title Course Code 0 Hours 0 Date D Provider
LIOL TRBLSHT & REPAIR ATU, CONTROLS, SPRAY OR DRIP 904 8 .0 09/16/2015 ETS
LIOL COMPETITIVE EDGE IN BUS 4 FINANCIAL SUC(CLASSROOM) 958 8 .0 07/25/201 4 ETS
LIOL TRBLSHT & REPAIR ATU, CONTROLS, SPRAY OR DRIP 904 8 .0 08/25/2011 ETS
LIOL COMPETITIVE EDGE I N BUS 4 FI NANCIAL SUC(CLASSROOM) 958 8 .0 07/30/2004 ETS
OSSFOL (C RSPD) COMPETIT EDGE IN BUS 4 FINANC SUCC (OSSF) 229 8 .0 08/17/2017 ETS
OSSFOL ON-SITE SEWAGE FACILITIES REFRESHER 850 8 .0 07/ 20/2017 PER
OSSFOL TRBLSHT & REPAIR ATU, CONTROLS, SPRAY OR DRIP 904 8 .0 09/16/2015 ETS
OSSFOL ON-SITE SEWAGE FACILITIES REFRESHER 850 8.0 08/08/201 4 PER
OSSFOL (C RSPD ) COM PETIT EDGE I N BUS 4 FINANC SUCC (OSSF) 229 8.0 08/07/2014 ETS
OSSFOL COMPETITIVE EDGE IN BUS 4 FI NANCIAL SUC(CLASSROOM) 958 8 .0 07/25/20 14 ETS
OSSFOL (ONLINE) SOIL & SITE BASICS (TXAGRILI FESEA GRANT) 923 8 .0 08/28/2011 TCES-SGC
OSSFOL TRBLS HT & REPAIR ATU, CONTROLS, SPRAY OR DRIP 904 8 .0 08/25/2011 ETS
OSSFOL . UNDERSTANDING SOILS FOR TRTMT & DISPOSAL OF WW 791 6 .0 08/24/2011 ETS
OSSFOL OSSF BASICS, RU LES AND PERMimNG REQUIREMENTS 790 2.0 08/24/2011 ETS
OSSFOL ON-SITE SEWAGE FACILITIES REFRESHER 850 8 .0 08/17/2007 PER
OSSFOL ON-SITE SEWAGE FACILITIES REFRESHER 850 8.0 08/16/2007 PER
OSSFOL ON-SITE SEWAGE FACILITIES REFRESHER 850 8.0 07/10/2006 PER
OSSFOL ON-SITE SEWAGE FACILITI ES REFRESHER 850 8 .0 07/07/2005 PER
OSSFOL COMPETITIVE EDGE IN BUS 4 FINANCIAL SUC(CLASSROOM) 958 8 .0 07/30/2004 ETS
OSSFOL INSTALL, O&M OF SUBSURFACE DRIP DISPOSAL SYST( ETS ) 1134 8 .0 06/19/2004 ETS
OSSFOL ON -SITE SEWAGE FACILITIES REFRESHER 850 8.0 06/13/ 2002 PER
OSSFOL EVALUATING SOILS FOR ON -SITE SEWAGE FACILITIES 849 8 .0 08/10/200 1 ENGITECH
OSSFOL UNDERSTANDING SOILS FOR TRTMT & DISPOSAL OF WW 791 6 .0 12/ 18/1999 ETS
OSSFOL OSSF BASICS, RULES AND PERMITTING REQUIREMENTS 790 2.0 12/ 18/ 1999 ETS
