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December 2016 Quarterly record

31 January 2017

 

purpose/ASX Code: SO4

 

 

SALT LAKE POTASH restrained

December 2016 Quarterly document

 

The Board of Salt Lake Potash restricted (the enterprise or Salt Lake) is happy to existing its quarterly document for the duration ending 31 December 2016.

Highlights: 

surface Aquifer Exploration application

Ø  An eight.5 tonne amphibious excavator accomplished 127 shallow examine pits and seven trial trenches in the shallow aquifer on the Lake Wells undertaking. Sustained pump checks were completed on two 4.5m deep trenches within the southern a part of the lake. Highlights from modelling achieved in January 2017 consist of:

-        Modelled annual move charges of 1.1 - 1.3 Litres per 2nd (L/s) in keeping with a 1 year simulated mannequin of the effects recorded right through the 50m trial trench pump examine.

-        Modelled annual circulate costs of 0.23 - 0.28L/s based on a 1 year simulated mannequin of the effects recorded all the way through the 25m trial trench pump look at various.

Deeper Paleochannel Aquifer

Ø  The off-lake aircore drilling application, concentrated on the Lake Wells paleochannel, endured to  effectively intersect Basal Paleochannel Sediments along the entire size of the paleochannel unit, for you to include the main productive aquifer within the deeper a part of Lake Wells brine resource.

Ø  A 2d off-lake bore in the deep basal sand aquifer within the northern a part of Lake Wells turned into test pumped at a relentless rate of 8L/s for four days. The drawdown facts exhibited boundary situations according to the paleochannel environment.

manner construction Testwork

Ø  The business performed various system building testwork to vastly enhance the Lake Wells system mannequin. vast volumes of brine from Lake Wells were targeted into harvest salts (Potassium and Sulphate combined salts) in three separate trials under simulated and actual site circumstances.

Ø  The conversion and crystallisation of harvest salts at Hazen analysis in Colorado then produced the first Sulphate of Potash (SOP) samples from Lake Wells brine.

Ø  an intensive web site Evaporation Trial (SET) become established at Lake Wells. The SET has so far processed about 125 tonnes of brine and producing harvest salts on a continuous foundation. The SET will proceed to function for up to 365 days producing web site selected evaporation information and producing adequate harvest salts for bulk construction of SOP samples for distribution to potential partners and valued clientele.

Regional Lakes

Ø  Geophysical surveys have been carried out at Lake Irwin and Lake Ballard to resolve the geometry of the paleovalley, and to define the position and depth of the paleochannel at each Lake.

Ø  initial evaporation testwork on Lake Irwin brine confirmed the suitability of harvest salts for SOP production.

LAKE WELLS EXPLORATION

surface Aquifer Exploration application

In November 2016, the business mobilised an 8.5 tonne amphibious excavator to acquire additional geological and hydrological statistics in regards to the shallow brine aquifer hosted by the Quaternary Alluvium stratigraphic sequence in the upper 20 meters of Lake Wells.

The intention of the software is to evaluate the geology of the shallow Lake mattress Sediments, and to undertake pumping trials to provide estimates of the competencies brine yield from trenches in the shallow sediment.

The excavator application is also featuring crucial geological and geotechnical tips for abilities siting and development of trenches and on-lake brine evaporation ponds.

The software to the end of 2016 covered the excavation of 127 verify pits in three tranches over the lake playa. The check pits had been generally excavated to an area of 1 meter x 1.5 meters and a depth of four meters and are representative of the shallow stratigraphy of the lake playa.

The test pits were logged for geology, hydrology and brine chemistry all over the excavation manner.  Particle dimension Distribution (PSD) samples and brine samples had been taken from each and every pit.

The check pits have been also area to short duration pumping exams in order to analyse the recuperation of the brine ranges within the examine pits.

in response to the geology and hydrological information from the verify pits, a couple of sites for excavation of larger examine trenches were chosen, reflecting the range of the geology and hydrogeology encountered in the lake playa sediments.

a complete of seven trenches were excavated on the chosen websites, every about 4.5 meters deep and between 25 meters to 50 meters lengthy. Benching changed into used to deliver geotechnical balance for the ditch sidewalls and the resulting trenches are about 5m broad on the floor and 1m extensive at the base.

five of the trenches were found in the southern conclusion of the Lake Wells, in shut proximity to the Evaporation Trial website. so far two trenches were test pumped.

 

Geology of the shallow sediments

in response to the common check pits the shallow aquifer geology is fairly uniform throughout the Lake. The shallow sediment is frequently composed of Cenozoic (Quaternary - Holocene) brown to white to pink, unconsolidated, gypsiferous sand, silt and clay with a strong overprint of ferric oxides from 0.5 to around three - 8m depth. Dominated via sub-angular, neatly sorted, very fine to medium quartz sand, the sand frequently grades steadily to a more silt and clay dominated sediment with depth, with occasional interbedded sand lenses. Authigenic prismatic and tabular gypsum is commonplace, starting to be in discontinuous, vein-like constructions during the unit, with a big diversity of crystal sizes. Minor, medium-grained lithic fragments can be discovered throughout this gypsum.

 

Trench P1a (25m)

The geological sequence in P1a consisted of a 0.7m layer of surficial coarse grained evaporate sand overlying silt and clay with evaporate clasts to 3m depth.  Plasticine clays were encountered from 3m to the base of the trench. the ditch seems to have common brine flows in visible evaluation to different trenches and verify pits.

Trench P1c (50m)

For P1c the geological sequence comprises a 0.4m thick layer of surficial coarse-grained evaporite sand overlying silt with evaporite clasts to 2m depth. The interval from 2m to 2.8m comprised a stiff fractured/fissured clay that yielded giant brine. Sediment from 2.eight to three.6m became soft clay and the underlying interval to complete depth of four.4m turned into silt and high-quality grained evaporate sands that also yielded brine.

  Sustained test Pumping results

Trenches had been look at various pumped for a number of days using a pair of centrifugal suction pumps yielding up to 4L/s every. The look at various pumping manner involved pumping out the ditch extent with each pumps unless the brine stage was drawn right down to a predetermined stage above the trench floor. The pump yields have been then restrained to retain the brine within the trench at this predetermined stage.  The brine from the ditch was disposed faraway from the look at various trenches to steer clear of recycling of brine and growing an artificial recharge boundary.

observation wells have been developed at distances varying from 10, 20, 50, and seventy six meters far from the trenches to measure the water desk drawdown within the surrounding aquifer right through trench pumping. These wells were logged for geological tips and developed with slotted 50mm casing to the bottom of the neatly at 6 meters below floor.

The brine level elevations were measured with water statistics loggers in both the trench and the observation wells and validated throughout the look at various pumping with guide readings. The cumulative brine yield from the pumps were measured with a calibrated move meter.

Standing water degree of the brine changed into about 0.5m beneath floor surface at each and every trench and in the statement wells before check pumping all started.

The records from the trench examine pumping have been analysed and processed in accordance with the measured brine flows, water stage readings in the trenches and the remark wells.

be aware that the amount of brine pumped daily from the trenches diminished after someday in P1a and two days in P1c. here's as a result of the removal of the ditch storage.  After this preliminary duration the inflows were from the surrounding aquifer fabric.         

As expected, the aquifer fabric surrounding the P1c trench displayed more permeability than the cloth surrounding the P1a trench and this can also be considered in the drawdown measured in the statement wells.

P1a element analysis

The brine level in the trench become drawn down with the aid of 1.4m to stabilise at about 1.7m beneath ground floor.  Pumping was then persevered at a decrease rate to maintain a relentless brine stage within the trench and stability brine influx to the trench with pumping. by way of the end of the eight.3 day trial the movement rate from the ditch had reduced to 38m3/day (0.6L/s) because the surrounding material near the 25 meter long trench turned into dewatered.

P1c element evaluation

The brine stage in the trench became drawn down through 2m to stabilise at approximately 2.5m beneath ground surface, pumping became then endured to keep a good water desk in the trench, whereas brine inflow from the surrounding sediment balanced pumping from the ditch. by means of the end of the trial the pumping price required to preserve a strong brine level had diminished to about 130m3/day (1.6L/s) because the surrounding material near the ditch changed into dewatered. 

Two rain events took place all the way through the P1c pumping trial, the primary on three December 2016 (day 2 of the trial) and the 2nd on 5 December 2016 (day four of the trial). The magnitude of each rain event turned into about 20mm, and the impact of rainfall recharge is followed in rising brine levels measured at monitoring bores around the trench. 

These observations indicate the magnitude of recharge on the lengthy-term water steadiness of the shallow lake mattress aquifer.

statement bores to the northeast of the trench exhibited vastly greater water table drawdown than the statement bores to the southwest indicating that the sediment is greater permeable toward the northeast of the ditch.  Two permeability zones have been applied in the model, a high permeability zone to the northeast of the trench and a decrease permeability zone to the southwest.

Trench information Modelling

A MODFLOW numerical movement model became developed for every trench site the use of visible Modflow software system (McDonald and Harbaugh (1988)1, SWS, 20112) in response to the geological and hydrogeological records for every web page. 

The models had been calibrated to the pumping circulate price and water desk drawdown measured all through each check. These calibrated models provide estimates of the hydraulic houses of the Lake mattress Sediments which will be used to inform the Pre-Feasibility study for the task.

The models anticipate constant hydraulic homes of the Lake bed Sediment in the zone of impact of pumping. thus far insufficient data is obtainable to characterise any prolonged spatial variability within the geology.

[1] McDonald and Harbaugh (1988), A modular three-d finite-difference groundwater circulation model. USGS. innovations of Water materials Investigations booklet 6, chapter A1

2, SWS, 2010, visible Modflow clients book, Schlumberger Water functions

Modelling effects

P1a

P1c

Trench Depth

4.5 m

4.5 m

Trench length

25 m

50 m

total quantity Pumped

557 m3

1,240 m3

duration of Pumping

eight.3 days

7.three days

normal stream rate

sixty seven m3/day

one hundred seventy m3/day

Calibrated model Aquifer residences

·     Permeability

·     Drainable Porosity

 

three m/day

10%

 

0.three - 40 m/day

7%

desk 1: Trench Pumping Trial Overview

The outcomes proven above point out that the drainable porosity of the aquifers is very identical while the permeability fluctuate a whole lot extra due to the distinct geological settings of the trenches.

 

long run brine yield

The calibrated fashions developed for each trench had been run for a protracted period of 1 yr to verify the expected long run brine yield from a test trench. 

For each and every trench the calibrated model changed into run for a number rainfall recharge situations:

a)   no recharge,

b)   10% of annual rainfall (22mm)

c)   15% of annual rainfall (34 mm).

Trench P1a yielded a total of eight,000 to 9,000 m3 (reminiscent of 0.23 - 0.28L/s) over the 1 yr simulation for the different recharge scenarios while P1c yielded 36,000 to 40,000m3 (corresponding to 1.1 - 1.3L/s) over the 1 year simulation with the same recharge situations.  The change in lengths (P1a = 25m, P1c = 50m) didn't account for giant difference in pumped volume and it's attributed to the fact that trench 1C is excavated into particularly permeable material. 

 

P1a long-term Yield The long term yield of brine into trench P1a stabilised at ~20m3/day (0.25L/s) for the 25 meter trench.

 

P1c lengthy-term Yield The long run yield of brine into trench P1c stabilised at ~105m3/day (1.2L/s) for the 50 meter trench.

Thirty brine samples had been taken from examine pits after the excavation procedure and the ordinary potassium awareness was three.522kg/m3.

Aircore Drilling application

The off-lake aircore drilling software persisted to check competencies paleochannel aquifer aims identified via geophysical surveys in attainable areas in the southern end of Lake Wells.

The outcomes from the drilling offered extra knowing of the hydrogeological qualities of the paleochannel aquifer and yielded the expected stratigraphic sequence in keeping with paleovalley fill material. 

four drillholes totalling 441m had been drilled on a transect in the southern area of the Lake, supposed to outline the deepest a part of the basement (the "thalweg") in the Southern extent of Lake. the entire drillholes intersected the granite basement and this tips turned into used to validate the subtle gravimetric geophysical facts.  The spacing of the drillholes is 200 meters apart from east to west.

Coarse sands have been encountered Drillhole LWA051 from 119m right down to 128m and it'll be the target for a construction bore in the latest quarter. 

this could finished the off-lake drilling application at Lake Wells for the time being, with future drilling to be undertaken on-lake, aimed toward the best paleochannel targets defined within the subtle geophysical mannequin.

The usual potassium awareness of brine samples taken from the aircore drillholes are shown within the table below.  The samples have been all taken from the Basal Paleochannel Sediment unit in each and every bore all over the drilling and airlifting procedure. The sampled values latitude from a minimum of 2.420kg/m3 to a highest of 3.390kg/m3. 

 

normal

gap id

k

(kg/m3)

Cl

(kg/m3)

Na

(kg/m3)

Ca

(kg/m3)

Mg

(kg/m3)

SO4

(kg/m3)

TDS

(g/kg)

LWA049

three.029

126.306

75.175

0.659

6.583

16.900

262

LWA050

three.332

136.983

eighty one.350

0.625

6.937

18.200

285

LWA051

2.833

119.663

71.one hundred fifty

0.510

6.300

15.875

247

table 2: general Brine Chemistry of Samples taken from the Basal Paleochannel Sediment

examine pumping

a dirt-rotary production bore LWTB011 became constructed on the LWA039 transect (within the northern part of the Lake) and a check pumping system from useful resource Water neighborhood became mobilised to Lake Wells.

The bore changed into screened from 100m to 124m over an intersection of sand, coarse sands and a few fine gravels. The bore yielded eleven.5L/s from airlifting while the bore turned into developed. 

The pump became installed at 95m throughout the verify pumping and a calibration check changed into completed for the bore, including pumping right here charges:

·     7 L/s for five minutes with drawdown of 34.85m

·     10.5 L/s for 5 minutes with drawdown of 46.68m

·     13L/s for 5 minutes with drawdown of 62.70m

·     15L/s for 10 minutes with drawdown of eighty.51m

A step fee look at various with four steps became undertaken starting from 7L/s to 13L/s. The length of each and every step become a hundred minutes and the last step at 13L/s become stopped short at 15 minutes because of the water degree at 93.40m within the bore drawing near the pump inlet at 95m.

a continuing expense verify at 8L/s was undertaken for 4 days with the water stage within the bore achieving 69.68m and boundary situations according to a paleochannel surroundings had been encountered all through the look at various.  This changed into inline with the geophysical modelling of the gravimetric survey facts.

The consistent cost check outcomes have been modelled and the results indicated that the measured aquifer transmissivity for the screened interval is 10.1m2/day with a bulk hydraulic conductivity of 0.42m/day. 

This bore pumping look at various provides extra constructive records on the expertise productivity of the paleochannel basal aquifer within the Northern a part of the Lake. The restricted availability of off-lake paleochannel aims mean future bore pumping assessments are likely to be undertaken on bores installed within the on-lake paleochannel ambitions.

Two brine samples have been taken from construction drillhole LWTB11 all through the drilling and development method with commonplace potassium concentration of 3.725kg/m3. 

 

LAKE WELLS procedure TESTWORK

The proposed manner for creation of SOP at Lake Wells is in response to brine extracted from the Lake being concentrated in a sequence of solar ponds to result in the sequential precipitation of salts, at first disposing of waste halite and at last producing potassium-containing salts (Harvest Salts) within the harvest ponds.  These harvest salts are then processed by means of a mixture of attrition, flotation, conversion and crystallisation into SOP and other conclusion products.

all over the quarter, three separate brine evaporation trials below both simulated and actual web page conditions had been achieved or are carrying on with and great volumes of brine from Lake Wells had been targeted into harvest salts (Potassium and Sulphate combined salts). 

Institutional method development company, Hazen research Inc. (Hazen), in Colorado, u . s . a ., and Bureau Veritas (BV) in Perth conducted laboratory trials below simulated situations to supply tremendous portions of harvest salts and refine the Lake Wells brine evaporation mannequin. an intensive website Evaporation Trial (SET) turned into also centered at Lake Wells to procedure giant volumes of brine under website situations.

preliminary advertising samples of Sulphate of Potash (SOP) have been also produced by Hazen via processing of harvest salts from Lake Wells brine.

Bench Scale Trial - Hazen analysis

Hazen is a global category industrial analysis and construction firm found in Golden, Colorado that has developed a whole bunch of hydrometallurgical, pyrometallurgical, and mineral beneficiation processes for many business metals and industrial minerals, and many inorganic and organic chemical compounds, together with potash and other crop vitamins and minerals.

Salt Lake engaged Hazen to comprehensive an evaporation, flotation and crystallisation trial on a consultant pattern of Lake Wells brine. The Hazen evaporation test become monitored using a USBM theoretical mannequin; the exact evaporation sample followed the modelled theoretical pattern very closely.

Hazen first evaporated an initial 240kg charge of brine beneath simulated website circumstances producing 14kg of harvest salts for additional checking out.

Sighter rougher reverse flotation tests were then performed on the harvest salts. brilliant initial halite separations have been achieved in reverse flotation with approximately 90% of the halite removed from the harvest salts. further rougher tests followed with the aid of rougher-cleaner and rougher-scavenger tests are deliberate to refine the system design in the coming months.

Flotation tails (harvest salt concentrate) have been then transformed to schoenite beneath controlled temperature and dilution conditions and filtered to improve the schoenite focus. XRD and ICP analysis of the converted schoenite confirmed wonderful conversion to approximately 99% schoenite.

The schoenite was brought to a saturated K2SO4 brine at 55ºC. At these circumstances, SOP was crystallized from answer via selective dissolution and the company correctly produced its first solid SOP advertising samples.

site Evaporation Trial

a huge scale, continual website Evaporation Trial (SET) has been established at Lake Wells to outline process design standards for the halite evaporation ponds and subsequent harvest salt ponds.

The aims of the SET are to:

·        Refine the solar evaporation pathway, under specific web site situations, for Lake Wells brine. The analysis of this pathway will refine the salting facets of the a considerable number of salts along the evaporation pathway permitting for the completion of an in depth mass steadiness for the pond device;

·        Refine the first-rate and quantity of brine and salts produced on the a variety of elements alongside the evaporation direction;

·        define the distribution in quite a few salts of potassium, magnesium and sulphate during the evaporation device;

·        give design assistance for brine in-move requirements, pond area, required variety of ponds and stream necessities between ponds for a commercial facility; and

·        verify opportunities for recycle of bittern or salt that may improve potassium, magnesium or sulphate recuperation to the harvest salts.

·        provide bulk salt samples for additional technique testwork and construction of bulk SOP samples for potential offtake companions and shoppers.

The outputs of the ongoing SET look at various work will additionally supply key inputs into the groundwork of costings for the halite and harvest evaporation ponds for the Lake Wells SOP challenge and aid within the building of a more extensive examine work program encompass:

·        Halite Evaporation Pond Design: On-lake pond building trial;

·        Flotation check Work: collected mixed salts from the harvest ponds will provide the inputs for flotation work;

·        Conversion look at various Work: Outputs from the flotation trials above will supply inputs for conversion design trials; and

·        Crystallisation Trials: Outputs from the flotation trials above will provide inputs for crystallisation test work.

Brine is introduced to the primary Halite Pond, H1, via a small, hand dug surface trench. The brine progresses on a continual basis via a sequence of six ponds because it concentrates via evaporation: two halite ponds; two transition ponds; and two harvest salt ponds.

thus far about one hundred twenty five tonnes of Lake Wells brine has been processed in the course of the SET throughout trains 1 and a couple of, setting up an initial continual load of salts and enriched brine.  The SET is expected to provide a whole bunch of kilograms of harvest salts per week over the summer time months for extra checking out. The harvest salts recovered from the SET include as much as 50% Kainite (KMg(SO4)Cl.3(H2O)), a potassium double salt which may also be with no trouble converted into SOP following the simple system trialled at Hazen. The SET will function over up to 12 months across a variety of climate conditions. 

An automatic weather Station (AWS) has been established on the SET web site, presenting finished, continual records for temperature, solar radiation, pan & theoretical evaporation, relative humidity and wind velocity and path. The AWS information mixed with genuine evaporation statistics from the nearby SET will enable for sizing and certain production modelling of business scale evaporation ponds.

Bench Scale Trials - Bureau Veritas

The enterprise engaged overseas laboratory and testing company, Bureau Veritas (BV) in Perth, to conduct a sequence of checks evaporating brine at simulated common Lake Wells website situations. The goal of the BV trials is to computer screen the chemical composition of the brine and salts produced in the course of the evaporation method to establish:

·        awareness thresholds in the brine chemistry which will also be used to maximise the recuperation of harvest salts and minimise the quantity of dilutive salts into a method plant;

·        The amount and composition of harvest salts in order to for the plant feed in commercial production; and

·        The expertise for any inner evaporation pond recycle streams that may additionally enhance harvest salt restoration.

the primary trial in the series consisted of evaporation of 90kg of brine on a load mobilephone to monitor evaporative loss. The temperature of the brine became controlled to a continuing 23oC the usage of infra-crimson lamps and air flow throughout the brine surface was offered through a fan.

From the initial 90kg cost 3.25kg of harvest salts (dry foundation) were collected and analysed for chemical composition and crystal constitution.

The evaporation pathway at BV appears to closely fit the pathway tested at Hazen Labs. BV has as a result completed the evaporation of an extra 2,500kg of brine to give harvest salts for additional flotation and crystallisation testwork to refine the SOP construction model and supply further customer samples.

LAKE IRWIN

Geophysical Survey

A geophysical survey was achieved on the Lake Irwin assignment. Atlas Geophysics were engaged to run a total of 15 geophysical transects throughout the Lake Irwin playa lake component of the venture area, orientated perpendicular to the inferred trunk paleochannel with a view to map and ensure the paleochannel geometry. Transects had been spaced as much as 7 km aside with lengths between four and 25 km, and a mixed size of about 200 km. Gravity facts on all transects and passive seismic (Tromino) on six transects was gathered at 200 m intervals across the assignment area. 

 

The geophysical data was processed and merged with obtainable regional statistics by using Core Geophysics, the final merged residual gravity statistics being used as the groundwork for interpretation. The trunk paleochannel aquifer has been validated to the east of the latest lake surface and is up to 1000m extensive, while there's thinner tributary below the northern lobe of the lake.

Lake Irwin Brine Evaporation Trial

After the a success technique construction testwork performed on Lake Wells brine, the company engaged Bureau Veritas in Perth, to habits a test evaporating brine at simulated common Lake Irwin website conditions. The aim of the BV trial changed into to video display the chemical composition of the brine and salts produced in the course of the evaporation method to set up:

·        forms of product salts that may be produced in the course of the natural solar evaporation course;

·        concentration thresholds in the brine chemistry which can be used to maximise the healing of harvest salts and minimise the amount of dilutive salts right into a system plant; and

·        The quantity and composition of SOP product salts for the plant feed in advantage industrial creation.

The preliminary check consisted of evaporation of 180L of brine (requisites in desk 3 under) at simulated Lake Irwin normal climate conditions using infra-crimson lamps for temperature manage and air circulation throughout the brine surface offered by means of a fan.

k

(mg/L)

Mg

(mg/L)

SO4

(mg/L)

SOP

(kg/m3)

BV Evaporation Trial Feed Brine Chemistry *

2,700

4,300

17,seven hundred

6.013

* note, this sample is potentially diluted by way of rainfall. The ordinary k content of all previous Lake Irwin brine samples is about 3,310mg/L.

desk 3: Evaporation Trial Feed Brine Chemistry

 

The preliminary check consisted of evaporation of 180L of brine at simulated Lake Irwin usual climate conditions the use of infra-crimson lamps for temperature handle and air stream across the brine surface offered by using a fan.

the trials consisted of two costs evaporated below similar situations:

·     charge 1 - changed into 84kg of brine from which 1.9kg of potassium salts had been harvested at an ordinary SOP equal grade of eleven.three% w/w.

·     can charge 2 become 83kg of brine from which 2.2kg of potassium salts had been harvested at a normal SOP equivalent grade of 10.6% w/w.

Analytical and XRD analysis from the trial indicate that harvest salts accrued from the trial are relevant for conversion into SOP. Simulation of evaporation pond sizing has begun and additional investigations into processing necessities for creation of SOP and different through-items are deliberate.

 

LAKE BALLARD 

A geophysical survey of Lake Ballard commenced during the quarter with the primary objectives of resolving the geometry of the paleovalley, and to outline the place, depth and thickness of the paleochannel. Atlas Geophysics had been engaged to run a total of 18 geophysical transects throughout the Lake Ballard playa lake portion of the task enviornment, orientated perpendicular to the inferred trunk paleochannel to be able to map and confirm the paleochannel geometry. Transect lengths are between 6 and 20km with a combined size of about 200km.  Gravity records is being collected at 200m intervals on all transects because the deep paleochannel aquifer is inferred to be about 500m broad within the western portion of the lake.  on the conclusion of the quarter, 13 of the deliberate 18 transects had been achieved.  

 

able individuals observation

The counsel during this document that relates to Exploration effects, or Mineral components for Lake Wells is in keeping with assistance compiled by using Mr Ben Jeuken, who's a member Australian Institute of Mining and Metallurgy. Mr Jeuken is employed by using Groundwater Science Pty Ltd, an independent consulting enterprise. Mr Jeuken has enough event, which is critical to the vogue of  mineralisation and type of deposit under consideration and to the pastime, which he is undertaking to qualify as a competent grownup as defined in the 2012 edition of the 'Australasian Code for Reporting of Exploration outcomes, Mineral supplies and Ore Reserves'. Mr Jeuken concurs to the inclusion within the report of the concerns in keeping with his counsel within the kind and context through which it looks.

 

The counsel during this file that relates to process Testwork results is in line with, and fairly represents, guidance compiled by Mr Bryn Jones, BAppSc (Chem), MEng (Mining) who's a Fellow of the AusIMM, a 'acknowledged skilled business enterprise' (RPO) blanketed in a listing promulgated via the ASX from time to time. Mr Jones is a specialist of Inception Consulting Engineers Pty Ltd. ("Inception"). Inception is engaged as a specialist by way of Salt Potash limited. Mr Jones has satisfactory adventure, which is valuable to the style of mineralisation and sort of deposit under consideration and to the undertaking which he's carrying out, to qualify as a reliable person as defined within the 2012 version of the 'Australasian Code for Reporting of Exploration outcomes, Mineral components and Ore Reserves'. Mr Jones is of the same opinion to the inclusion in the report of the concerns in response to his tips in the form and context wherein it looks.

table 4 - summary of Exploration and Mining Tenements

As at 31 December 2016, the business holds pursuits in right here tenements:

 

Australian initiatives:

challenge

fame

classification of alternate

License number

area       (km2)

time period

supply Date

Date of First Relinquish-ment

pastime (%)

1-Oct-16

pastime

 (%)

31-Dec-16

Western Australia

Lake Wells

important

Granted

-

E38/2710

192.2

5 years

05-Sep-12

four-Sep-17

a hundred%

one hundred%

South

Granted

-

E38/2821

131.5

5 years

19-Nov-13

18-Nov-18

100%

one hundred%

North

Granted

-

E38/2824

198.2

5 years

04-Nov-13

three-Nov-18

100%

100%

Outer East

Granted

-

E38/3055

298.eight

5 years

sixteen-Oct-15

16-Oct-20

100%

one hundred%

Single Block

Granted

-

E38/3056

3.0

5 years

16-Oct-15

16-Oct-20

one hundred%

100%

Outer West

Granted

-

E38/3057

301.9

5 years

sixteen-Oct-15

16-Oct-20

one hundred%

one hundred%

North West

Granted

Granted

E38/3124

39.0

5 years

30-Nov-16

29-Nov-21

a hundred%

a hundred%

West

software

application Lodged

L38/262

113.0

-

-

-

-

one hundred%

East

utility

application Lodged

L38/263

28.6

-

-

-

-

100%

South West

software

software Lodged

L38/264

32.6

-

-

-

-

a hundred%

Lake Ballard

West

Granted

-

E29/912

607.0

5 years

10-Apr-15

10-Apr-20

one hundred%

100%

East

Granted

-

E29/913

73.2

5 years

10-Apr-15

10-Apr-20

a hundred%

100%

North

Granted

-

E29/948

94.5

5 years

22-Sep-15

21-Sep-20

one hundred%

a hundred%

South

Granted

-

E29/958

30.0

5 years

20-Jan-sixteen

19-Jan-21

a hundred%

a hundred%

South East

utility

utility Lodged

E29/1011

sixty eight.2

-

-

-

-

100%

Lake Irwin

West

Granted

-

E37/1233

203.0

5 years

08-Mar-16

07-Mar-21

one hundred%

100%

relevant

Granted

-

E39/1892

203.0

5 years

23-Mar-16

22-Mar-21

one hundred%

100%

East

Granted

-

E38/3087

139.2

5 years

23-Mar-sixteen

22-Mar-21

one hundred%

a hundred%

North

Granted

Granted

E37/1261

107.3

5 years

14-Oct-16

13-Oct-21

a hundred%

100%

valuable East

Granted

Granted

E38/3113

203.0

5 years

14-Oct-sixteen

13-Oct-21

100%

100%

South

Granted

Granted

E39/1955

118.9

5 years

14-Oct-16

13-Oct-21

one hundred%

100%

North West

software

-

E37/1260

203.0

-

-

-

one hundred%

a hundred%

South West

application

-

E39/1956

a hundred and ten.2

-

-

-

a hundred%

a hundred%

Lake Minigwal

West

Granted

-

E39/1893

246.2

5 years

01-Apr-sixteen

31-Mar-21

100%

one hundred%

East

Granted

-

E39/1894

158.1

5 years

01-Apr-16

31-Mar-21

100%

100%

valuable

Granted

Granted

E39/1962

369.0

5 years

eight-Nov-16

7-Nov-21

a hundred%

one hundred%

critical East

Granted

Granted

E39/1963

ninety three.0

5 years

eight-Nov-16

7-Nov-21

a hundred%

a hundred%

South

Granted

Granted

E39/1964

ninety nine.0

5 years

eight-Nov-16

7-Nov-21

one hundred%

a hundred%

South West

utility

-

E39/1965

89.9

-

-

-

one hundred%

one hundred%

Lake method

valuable

Granted

Granted

E53/1878

217.0

5 years

12-Oct-16

eleven-Oct-21

100%

100%

South

application

-

E53/1897

77.5

-

-

-

100%

100%

Lake Marmion

North

utility

-

E29/one thousand

167.4

-

-

-

one hundred%

a hundred%

valuable

software

-

E29/1001

204.6

-

-

-

a hundred%

100%

South

application

-

E29/1002

186.0

-

-

-

one hundred%

100%

West

application

software Lodged

E29/1011

sixty eight.2

-

-

-

-

a hundred%

South Australia

Lake Macfarlane

-

Relinquished

EL5702

816

-

-

-

one hundred%

-

Island Lagoon

-

Relinquished

EL5726

978

-

-

-

a hundred%

-

Northern Territory

Lake Lewis

South

Granted

-

EL 29787

146.4

6 12 months

08-Jul-13

7-Jul-19

100%

one hundred%

North

Granted

-

EL 29903

125.1

6 year

21-Feb-14

20-Feb-19

100%

a hundred%

different tasks:

 

area

identify

resolution quantity

percent hobby

united states of america - Colorado

C-SR-10

C-SR-10

eighty%

united states of america - Colorado

C-JD-5A

C-JD-5A

eighty%

united states of america - Colorado

C-SR-11A

C-SR-11A

80%

us of a - Colorado

C-SR-15A

C-SR-15A

80%

united states of america - Colorado

C-SR-16

C-SR-16

80%

country - Colorado

C-WM-17

C-WM-17

eighty%

usa - Colorado

C-LP-22A

C-LP-22A

80%

us of a - Colorado

C-LP-23

C-LP-23

eighty%

 

 

APPENDIX 1 - LAKE WELLS DRILLHOLE AND look at various PIT place facts

Hole_ID

Drilled Depth

 (m)

East

North

RL

Dip

Azimuth

(mAHD)

LWA049

one hundred twenty five

538141

6991971

448.1

-ninety

0

LWA050

115

537941

6992011

441.5

-ninety

0

LWA051

a hundred thirty five

538350

6991958

444.9

-90

0

LWA052

65

538570

6991962

441.5

-90

0

LWTB011

125

524435

7049780

441.5

-90

0

LWTT108

4

537055

6997725

-

-

-

LWTT109

four

537303

6997641

-

-

-

LWTT110

3.5

537545

6997619

-

-

-

LWTT111

2.8

537745

6997645

-

-

-

LWTT112

three.7

537935

6997717

-

-

-

LWTT113

2.7

538149

6997746

-

-

-

LWTT114

3.5

538360

6997733

-

-

-

LWTT115

three.four

538545

6997645

-

-

-

LWTT116

three.7

538729

6997511

-

-

-

LWTT118

3.eight

539075

6997254

-

-

-

LWTT119

3.8

539245

6997057

-

-

-

LWTT119

3.eight

539245

6997057

-

-

-

LWTT120

4

539377

6996876

-

-

-

LWTT121

four

539495

6996671

-

-

-

LWTT122

three.eight

539589

6996442

-

-

-

LWTT123

3.5

539661

6996217

-

-

-

LWTT124

3

539715

6996002

-

-

-

LWTT125

four

539762

6995779

-

-

-

LWTT126

4

539796

6995525

-

-

-

LWTT127

four

539903

6995285

-

-

-

LWTT128

three.7

540064

6995142

-

-

-

LWTT129

3.8

540306

6995187

-

-

-

LWTT130

3.eight

540500

6995350

-

-

-

LWTT131

three.5

540692

6995471

-

-

-

LWTT132

three.1

540922

6995561

-

-

-

LWTT133

three.three

541140

6995600

-

-

-

LWTT134

2.5

541357

6995668

-

-

-

LWTT135

four

541590

6995088

-

-

-

LWTT136

4

541781

6995552

-

-

-

LWTT137

4

541777

6995303

-

-

-

 

APPENDIX 2 - BRINE CHEMISTRY analysis

gap identity

From

 (m)

To

(m)

okay

(kg/m3)

Cl

(kg/m3)

Na

(kg/m3)

Ca

(kg/m3)

Mg

(kg/m3)

SO4

(kg/m3)

TDS

(g/kg)

LWA049

17

17

2.860

117.000

68.300

0.774

6.070

sixteen.700

241

LWA049

17

17

2.840

118.050

70.seven-hundred

0.762

6.060

16.300

245

LWA049

23

23

2.900

119.150

73.500

0.705

6.280

17.100

247

LWA049

23

23

2.880

119.a hundred and fifty

sixty eight.800

0.685

6.210

sixteen.800

246

LWA049

29

29

2.880

119.850

72.900

0.694

6.250

16.400

251

LWA049

29

29

2.880

119.300

70.800

0.696

6.230

sixteen.seven-hundred

248

LWA049

one hundred and one

one zero one

2.820

116.650

69.800

0.708

6.080

15.seven hundred

243

LWA049

a hundred and one

one zero one

2.930

122.800

seventy three.600

0.667

6.410

sixteen.four hundred

253

LWA049

113

113

3.030

127.350

seventy three.200

0.637

6.580

sixteen.900

262

LWA049

113

113

three.060

127.350

seventy three.500

0.648

6.680

16.seven hundred

262

LWA049

119

119

3.040

127.200

77.200

0.681

6.690

17.200

266

LWA049

119

119

3.030

127.seven hundred

seventy four.300

0.672

6.570

sixteen.800

263

LWA049

one hundred twenty five

a hundred twenty five

3.one hundred forty

one hundred thirty.350

79.500

0.626

6.790

17.600

274

LWA049

one hundred twenty five

125

3.180

131.050

80.300

0.632

6.860

17.900

276

LWA050

eleven

11

2.260

91.450

fifty seven.500

0.890

5.030

15.600

193

LWA050

11

11

2.340

94.400

57.one hundred

0.878

5.150

16.000

197

LWA050

17

17

2.640

103.350

63.200

0.687

5.760

16.800

214

LWA050

17

17

2.600

105.300

63.700

0.650

5.seven-hundred

16.800

220

LWA050

47

47

three.040

119.650

71.600

0.674

6.one hundred ten

16.400

248

LWA050

forty seven

forty seven

three.050

118.250

73.400

0.675

6.one hundred twenty

17.000

249

LWA050

95

95

three.270

132.600

78.500

0.646

6.730

17.900

273

LWA050

ninety five

ninety five

three.250

131.900

eighty.300

0.666

6.760

18.200

277

LWA050

101

one hundred and one

three.380

139.100

eighty three.a hundred

0.623

7.050

18.300

290

LWA050

one zero one

one zero one

three.310

138.750

eighty one.900

0.615

6.950

18.400

289

LWA050

114

114

3.390

139.950

eighty one.800

0.600

7.050

18.a hundred

291

LWA050

114

114

three.390

139.600

82.500

0.601

7.080

18.300

292

LWA051

17

17

three.240

131.400

77.one hundred

0.654

7.140

16.400

272

LWA051

17

17

3.210

131.200

seventy six.800

0.644

7.a hundred and ten

sixteen.600

271

LWA051

23

23

3.120

126.one hundred fifty

74.500

0.628

6.650

15.seven hundred

259

LWA051

23

23

3.070

122.450

seventy two.600

0.616

6.500

14.800

252

LWA051

120

a hundred and twenty

3.220

136.300

seventy eight.seven hundred

0.570

7.150

18.300

283

LWA051

a hundred and twenty

a hundred and twenty

3.220

136.650

81.500

0.568

7.210

18.000

286

LWA051

132

132

2.470

103.550

62.800

0.458

5.470

13.800

212

LWA051

132

132

2.420

102.150

61.600

0.444

5.370

13.400

208

LWTB011

0

119

3.730

154.a hundred and fifty

88.one hundred

0.446

7.860

22.500

327

LWTB011

0

119

three.720

150.650

88.700

0.464

7.870

22.four hundred

323

LWTT108

0

four

3.380

154300

84.000

0.532

eight.480

19.800

314

LWTT109

0

4

3.210

154150

84.500

0.495

9.230

19.seven-hundred

320

LWTT110

0

3.2

3.510

148750

87.600

0.547

7.540

18.600

314

LWTT111

0

2.8

3.670

154150

88.100

0.546

eight.090

19.000

323

LWTT112

0

3.7

3.460

152.050

87.a hundred

0.566

8.000

18.600

317

LWTT113

0

2.7

three.510

151.000

88.600

0.576

7.840

18.500

317

LWTT114

0

3.5

3.360

151.350

86.000

0.551

8.280

19.100

316

LWTT115

0

three.4

three.250

one hundred fifty.500

eighty five.200

0.516

9.530

19.900

317

LWTT116

0

3.7

three.four hundred

one hundred sixty.300

87.100

0.540

8.990

19.000

330

LWTT118

0

4

three.620

148.550

86.200

0.631

6.870

16.800

308

LWTT119

0

3.8

3.270

151.600

84.800

0.558

7.910

17.800

313

LWTT120

0

four

three.730

154.seven hundred

86.500

0.576

7.830

18.500

321

LWTT121

0

4

3.780

143.a hundred

80.seven hundred

0.663

6.380

16.300

293

LWTT122

0

three.8

three.000

141.900

80.900

0.605

7.510

17.seven hundred

294

LWTT123

0

3.5

3.250

141.350

eighty three.four hundred

0.620

7.270

17.600

296

LWTT125

0

four

three.250

142.500

eighty one.600

0.641

7.090

16.300

294

LWTT126

0

four

3.270

142.600

eighty.300

0.660

6.950

15.900

291

LWTT127

0

4

three.380

139.250

seventy six.800

0.715

5.680

14.four hundred

278

LWTT128

0

three.7

3.280

126.650

seventy two.400

0.685

5.830

15.300

258

LWTT129

0

3.8

four.150

129.800

eighty two.600

0.751

5.670

14.one hundred

276

LWTT130

0

three.8

2.500

ninety three.350

53.500

0.792

three.820

10.seven hundred

183

LWTT131

0

three.5

three.one hundred thirty

113.seven-hundred

sixty seven.900

0.746

4.420

11.900

229

LWTT132

0

three.1

four.four hundred

151.seven hundred

89.a hundred

0.685

5.530

14.four hundred

313

LWTT133

0

3.3

four.840

153.a hundred

89.800

0.670

5.920

14.900

317

LWTT134

0

2.5

4.310

147.850

86.200

0.783

5.280

13.900

302

LWTT135

0

four

2.960

ninety one.450

55.600

1.060

three.400

13.400

187

LWTT136

0

four

3.950

136.a hundred

87.200

0.565

7.seven hundred

17.300

298

LWTT137

0

4

three.360

147.500

eighty one.900

0.463

9.380

19.seven hundred

308

 

APPENDIX three - JORC table ONE

section 1: Sampling strategies and records

standards

JORC Code clarification

Commentary

Sampling thoughts

Nature and great of sampling (eg reduce channels, random chips, or specific specialised trade normal measurement equipment acceptable to the minerals below investigation, such as down gap gamma sondes, or handheld XRF devices, and many others). These examples should still no longer be taken as limiting the wide which means of sampling.

consist of reference to measures taken to make certain pattern representivity and the applicable calibration of any size tools or systems used.

features of the choice of mineralisation which are cloth to the general public document.

In cases where 'business general' work has been accomplished this is able to be incredibly basic (eg 'reverse circulation drilling changed into used to reap 1 m samples from which 3 kg become pulverised to supply a 30 g charge for fireplace assay'). In different situations greater rationalization could be required, reminiscent of where there's coarse gold that has inherent sampling issues. odd commodities or mineralisation forms (eg submarine nodules) may additionally warrant disclosure of certain information.

Geological samples were bought from buckets under the cyclone all over aircore drilling.  Brine samples have been acquired all the way through aircore drilling from the cyclone when airlifting on the conclusion of each drill rod.  Airlifts have been achieved on minimum air and sampling took vicinity following stabilisation of movement approximately between 2 and 10mins from beginning of airlift.

 

 

Drilling concepts

Drill classification (eg core, reverse circulation, open-hole hammer, rotary air blast, auger, Bangka, sonic, etc) and particulars (eg core diameter, triple or average tube, depth of diamond tails, face-sampling bit or different category, whether core is oriented and if so, with the aid of what components, and many others).

Non-face discharge vacuum aircore drilling at 138mm diameter.All holes vertical.

 

Drill pattern restoration

components of recording and assessing core and chip sample recoveries and effects assessed.

Measures taken to maximise pattern recovery and confirm representative nature of the samples. whether a relationship exists between pattern recuperation and grade and no matter if pattern bias might also have passed off as a result of preferential loss/gain of high-quality/coarse material.

Geological sample recovery when aircore drilling became in the course of the cyclone and of remarkable fine.  Drill charges had been slowed to make certain a clear sample turned into produced and that illness turned into minimised. Cuttings were recovered by placing a clean bucket under the cycloneBrine samples have been obtained following stabilisation of stream approximately between 2 and 10mins from start of airlift.

 

Logging

even if core and chip samples were geologically and geotechnically logged to a level of element to aid applicable Mineral useful resource estimation, mining reports and metallurgical experiences.

whether logging is qualitative or quantitative in nature. Core (or costean, channel, and many others) images.

the total length and percent of the principal intersections logged.

All drill holes were geologically logged qualitatively by using a qualified geologist, noting in particular moisture content of sediments, lithology, coloration, induration, grainsize and form, matrix and structural observations. circulate cost facts from airlifting became logged to note water inflow zones.

 

Sub-sampling options and pattern education

If core, even if reduce or sawn and no matter if quarter, half or all core taken.

If non-core, whether riffled, tube sampled, rotary break up, and so forth and no matter if sampled wet or dry.

For all sample kinds, the character, great and appropriateness of the sample guidance method.

nice manage strategies adopted for all sub-sampling tiers to maximise representivity of samples.

Measures taken to make certain that the sampling is consultant of the in situ fabric amassed, including as an example results for container replica/2d-half sampling.

whether pattern sizes are acceptable to the grain size of the cloth being sampled.

Brine samples have been got right through aircore drilling from the cyclone when airlifting on the end of each drill rod.

sample bottles are rinsed with brine which is discarded in advance of sampling.

All brine samples taken within the box are cut up into two sub-samples: fundamental and replica.  Reference samples had been analysed at a separate laboratory for QA/QC.

representative chip trays and bulk lithological samples are stored for information.

 

great of assay facts and laboratory exams

the character, best and appropriateness of the assaying and laboratory processes used and no matter if the approach is regarded partial or total.

For geophysical equipment, spectrometers, handheld XRF gadgets, and many others, the parameters used in deciding on the evaluation including instrument make and mannequin, studying times, calibrations components utilized and their derivation, and so on.

Nature of quality manage procedures adopted (eg standards, blanks, duplicates, exterior laboratory assessments) and even if applicable degrees of accuracy (ie lack of bias) and precision have been based.

primary samples had been despatched to Bureau Veritas Minerals Laboratory, Perth. 

Brine samples have been analysed the use of ICP-AES for ok, Na, Mg, Ca, with chloride determined by way of Mohr titration and alkalinity determined volumetrically. Sulphate become calculated from the ICP-AES sulphur analysis.

·          Reference ordinary options had been sent to Bureau Veritas Minerals Laboratory to examine accuracy..

Verification of sampling and assaying

The verification of gigantic intersections by way of either impartial or option company personnel.

using twinned holes.

Documentation of basic information, records entry strategies, facts verification, statistics storage (physical and electronic) protocols.

discuss any adjustment to assay information.

records entry is achieved in the field to minimise transposition error.

Brine assay effects are received from the laboratory in digital layout, these facts sets are field to the nice manage described above.  All laboratory effects are entered in to the business's database and validation completed.

independent verification of gigantic intercepts changed into now not regarded warranted given the quite consistent nature of the brine.

vicinity of data features

Accuracy and pleasant of surveys used to locate drill holes (collar and down-hole surveys), trenches, mine workings and different places used in Mineral aid estimation.

Specification of the grid gadget used.

best and adequacy of topographic handle.

gap co-ordinates had been captured the usage of handheld GPS.

Coordinates had been supplied in GDA 94_MGA Zone 51.

Topographic manage is got using Geoscience Australia's 1-2d digital elevation product.

 

facts spacing and distribution

statistics spacing for reporting of Exploration effects.

even if the data spacing and distribution is satisfactory to set up the degree of geological and grade continuity appropriate for the Mineral aid and Ore Reserve estimation technique(s) and classifications applied.

even if pattern compositing has been utilized.

Drill gap spacing is shown on the attached map and varies due to irregular access alongside the lake side.

Orientation of records in terms of geological constitution

whether the orientation of sampling achieves independent sampling of feasible structures and the extent to which here's primary, given that the deposit classification.

If the relationship between the drilling orientation and the orientation of key mineralised constructions is regarded to have introduced a sampling bias, this may still be assessed and reported if fabric.

All drill holes and pits were vertical. Geological constitution is regarded to be flat lying.

 

pattern protection

The measures taken to make certain sample protection.

All brine samples had been marked and stored onsite earlier than transport to the laboratory.

All remaining pattern and duplicates are saved in the Perth office in climate-managed conditions.

Chain of Custody equipment is maintained.

Audits or reviews

The outcomes of any audits or experiences of sampling options and facts.

facts assessment is summarised in high-quality of assay data, laboratory tests and Verification of sampling and assaying. No audits have been undertaken.

 

 

 

 

part 2: Reporting of Exploration results

standards

JORC Code clarification

Commentary

Mineral tenement and land tenure popularity

type, reference name/number, area and possession including agreements or fabric considerations with third parties reminiscent of joint ventures, partnerships, overriding royalties, native title hobbies, ancient sites, wilderness or national park and environmental settings.

The security of the tenure held on the time of reporting along with any conventional impediments to obtaining a licence to operate in the area.

 

Tenements drilled were granted exploration licences 38/2710, 38/2821, 38/2824, 38/3055, 38/3056 and 38/3057 in Western Australia.

Exploration Licenses are held by Piper Preston Pty Ltd (absolutely owned subsidiary of ASLP).

Exploration done by way of other events

Acknowledgment and appraisal of exploration by using other events.

No different primary exploration has came about on the Exploration Licenses.

Geology

Deposit class, geological setting and style of mineralisation.

Salt Lake Brine Deposit

Drill hole advice

A abstract of all information cloth to the figuring out of the exploration outcomes including a tabulation of right here advice for all material drill holes:

o   easting and northing of the drill hole collar

o   elevation or RL (decreased degree - elevation above sea stage in metres) of the drill hole collar

o   dip and azimuth of the gap

o   down hole size and interception depth

o   hole size.

If the exclusion of this suggestions is justified on the basis that the tips is not cloth and this exclusion does not detract from the understanding of the file, the able person may still clearly explain why this is the case.

details are presented in the file.

information aggregation methods

In reporting Exploration effects, weighting averaging concepts, highest and/or minimum grade truncations (eg slicing of high grades) and cut-off grades are continually fabric and should be pointed out.

the place combination intercepts contain brief lengths of high grade results and longer lengths of low grade effects, the manner used for such aggregation may still be cited and some standard examples of such aggregations should still be shown in aspect.

The assumptions used for any reporting of metallic equal values should still be clearly brought up.

in the salt lake extent no low grade reduce-off or excessive grade capping has been implemented.

 

Relationship between mineralisation widths and intercept lengths

These relationships are peculiarly essential within the reporting of Exploration effects.

If the geometry of the mineralisation with respect to the drill gap perspective is familiar, its nature should still be pronounced.

whether it is not established and only the down hole lengths are mentioned, there should be a clear observation to this effect (eg 'down gap length, true width now not usual').

The unit is flat mendacity and drill holes are vertical hence the intersected downhole depth is similar to the inferred thickness of mineralisation.

 

Diagrams

applicable maps and sections (with scales) and tabulations of intercepts may still be included for any tremendous discovery being pronounced These may still consist of, however not be constrained to a plan view of drill gap collar areas and acceptable sectional views.

Addressed in the announcement.

Balanced reporting

where finished reporting of all Exploration results is not plausible, representative reporting of both low and excessive grades and/or widths should still be practiced to steer clear of deceptive reporting of Exploration consequences.

All results were blanketed.

other sizeable exploration data

different exploration information, if significant and cloth, should be said together with (but no longer limited to): geological observations; geophysical survey outcomes; geochemical survey outcomes; bulk samples - measurement and components of remedy; metallurgical examine outcomes; bulk density, groundwater, geotechnical and rock features; knowledge deleterious or contaminating components.

Gravity survey became accomplished by Atlas Geophysics the usage of a hello goal V100 GNSS receiver for accurate positioning and CG-5 Digital automatic Gravity Meter.   

Gravity records turned into won the use of the contractors swift acquisition, excessive accuracy UTV borne suggestions.  The company's own in-house discount and QA utility changed into used to reduce the facts on a daily foundation to make certain great and integrity.  All gravity meters were calibrated pre and submit survey and meter go with the flow prices had been monitored day by day.  three to 5 % of the stations are repeated for first-class control.

Western Geophysics had been engaged to manage and process the gravity survey.  Processing the survey worried decreasing the gravity facts and integrating to the regional facts to a residual anomaly which suggests there's a semi-continuous distinctive residual gravity low of terrible 2 to 2.5 milligals current along japanese to valuable areas to the whole tenement enviornment.

additional work

the nature and scale of planned additional work (eg checks for lateral extensions or depth extensions or significant-scale step-out drilling).

Diagrams obviously highlighting the areas of possible extensions, including the main geological interpretations and future drilling areas, offered this guidance is not commercially delicate.

Exploration aircore drilling to further define the paleochannel aquifer depth and geometry.  installation of monitoring bores.

further look at various construction bores to be built and check pumping completed to assess, aquifer residences, anticipated creation costs and infrastructure design (trench and bore measurement and spacing).

Numerical hydrogeological modelling to be achieved that incorporates the consequences of the test pumping.  The model can be the basis of the annual brine abstraction rate and mine lifestyles.

 

 

 

 

For additional counsel please seek advice from www.saltlakepotash.com.au or contact:

Matthew Syme/Sam Cordin

Salt Lake Potash restricted

Tel: +sixty one eight 9322 6322

Colin Aaronson/Richard Tonthat/Daniel Bush

supply Thornton UK LLP (Nominated Adviser)

Tel: +forty four (0) 207 383 5100

Nick Tulloch/Beth McKiernan

Cenkos Securities plc (broker)

Tel: +44 (0) 131 220 6939

 

The assistance contained within this announcement is regarded to be internal information, for the purposes of Article 7 of eu legislation 596/2014, in advance of its unlock.


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