13-Exhibits.Attachments.pdf

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SE STARK ST

CASCADE WELL 6A

(45.518162, -122.432169)

CASCADE WELL 6B

(45.518067,-122.432192)

100'

50'

500'

DW-1DW-2

S I T E

§̈¦84

§̈¦205

£¤26

£¤30

UV500UV14

S a n d y

R i v e r

C o l u m b i a R i v e r

GRESHAM

Document Path: \\VMS\GIS_Files\0152_Gresham\Source_Figures\027_On-Call\ExhibitA_SiteMap.aprx, ExhibitA_SiteMap, bramos

0 55 110 165

FEETo Date: September 16, 2026 Data Sources: BLM, ESRI, ODOT, USGS, Imagery (2025)

LEGEND

!H Well

Drywell

Underground Injection Control (UIC)

Sanitary Sewer Line

Water Line

Potential Future Property Boundary

Well Buffer

RWPUD Property (Tax Lot 00800)

City of Gresham

Cascade Wells 6A and 6B Site Map

EXHIBIT A

LEGEND

Cascade 6A Chlorine System Design

EXHIBIT B

City of Gresham

Y:\0152_Gresham\Source_Figures\027_On-Call

PRV

Union Ball Valve Reducer Hor Bib/Coupling Flow Direction Pressure Reducing Valve

POWER PLUG

POWER PLUG J-B

OX PRV

P

PRESSURE

GAGE

DISCHARGE LINE WITH

SAMPLING HOSE BIB

DRYWELL DISCHARGE AND

CHLORINE INJECTION LINE

WITH QUICK-CONNECT FITTING

TWO 1” SCH 120 TREMIE PIPES:

1. OPEN AT ~770’

2. OPEN AT ~870’

RISER AND SCREEN ASSEMBLY

SWL ~345-FEET

GROUND SURFACE

WELL CASING

SHORT SECTION

OF 1” STEEL

1” SCH 80

WATER LEVEL ACCESS TUBE,

SET TO ~400-FEET

PUMP ELECTRICAL LEAD,

STRAP TO PUMP COLUMN

EVERY ~100-FEET

5-HP SUBMERSIBLE

RE-CIRCULATION PUMP,

SET IN WELL SUMP

2” SCH 80 PVC

PUMP COLUM WITH CHECK

VALVES EVERY ~200-FEET

770’ 760’

850’

870’

920’

940’ 960’ 970’

GENERATOR POWER SUPPLY

ONE WELL:

TWO WELLS:

7.5 KW

15 KW

LEGEND

Cascade 6B Chlorine System Design

EXHIBIT C

City of Gresham

Y:\0152_Gresham\Source_Figures\027_On-Call

PRV

Union Ball Valve Reducer Hor Bib/Coupling Flow Direction Pressure Reducing Valve

POWER PLUG

POWER PLUG J-B

OX PRV

P

PRESSURE

GAGE

DISCHARGE LINE WITH

SAMPLING HOSE BIB

DRYWELL DISCHARGE AND

CHLORINE INJECTION LINE

WITH QUICK-CONNECT FITTING

1” SCH 120 TREMIE PIPE

SET TO 350’

RISER AND SCREEN ASSEMBLY

SWL ~345-FEET

GROUND SURFACE

WELL CASING

1” SCH 80

WATER LEVEL ACCESS TUBE,

SET TO ~400-FEET

PUMP ELECTRICAL LEAD,

STRAP TO PUMP COLUMN

EVERY ~100-FEET

5-HP SUBMERSIBLE

RE-CIRCULATION PUMP,

SET IN WELL SUMP

1-1/4" TRANSITIONING TO 2"

STEEL PUMP COLUMN WITH

CHECK VALVES EVERY ~200-FEET

693’

772’

862’

865’

GENERATOR POWER SUPPLY

ONE WELL:

TWO WELLS:

7.5 KW

15 KW

Exhibit D

MULT 142639 and MULT 122597

WELL I.D. LABEL# L

START CARD #

Owner Well I.D.

First Name

Address Zip

(1) LAND OWNER

New Well Deepening Abandonment(complete 5a)

Conversion

(3) DRILL METHOD

Rotary Air Rotary Mud Cable Auger Cable Mud

OtherReverse Rotary

(4) PROPOSED USE Domestic Community Industrial/ Commericial

Irrigation Livestock Dewatering

StateCity

STATE OF OREGON

WATER SUPPLY WELL REPORT

(as required by ORS 537.545 & 537.765 and OAR 690-205-0210)

Thermal Injection Other

(5) BORE HOLE CONSTRUCTION

Depth of Completed Well ft.

SEAL

Material From To

BORE HOLE

(Attach copy)

Dia From To

Special Standard

(6) CASING/LINER

(7) PERFORATIONS/SCREENS

Method

Type Material Scrn/slot widthToFrom # of slots

Tele/ Pipe size

Casing/ Liner

Dia

(8) WELL TESTS: Minimum testing time is 1 hour

Temperature °F Lab analysis Water quality concerns?

Yes

From Yes (describe below)

To Description

(9) LOCATION OF WELL (legal description)

Tax Lot Lot

Twp Range E/W WM Sec 1/4 1/4

Lat ° ' " or DMS or DD Long ° ' " or DMS or DD

County N/S of the

(10) STATIC WATER LEVEL

WATER BEARING ZONES

From To Est Flow SWL(psi)SWL Date

(11) WELL LOG Ground Elevation

End DateBegin Date

(unbonded) Water Well Constructor Certification I certify that the work I performed on the construction, deepening, alteration, or abandonment of this well is in compliance with Oregon water supply well construction standards. Materials used and information reported above are true to the best of my knowledge and belief.

License Number Date

Signed

(bonded) Water Well Constructor Certification

ORIGINAL - WATER RESOURCES DEPARTMENT

THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK New exempt use wells must be submitted with a map and recording fee.

Depth water was first found

From To

Tax Map Number

I accept responsibility for the construction, deepening, alteration, or abandonment work performed on this well during the construction dates reported above. All work performed during this time is in compliance with Oregon water supply well construction standards. This report is true to the best of my knowledge and belief.

License Number Date

Signed

Existing Well / Pre-Alteration Completed Well

Company Last Name

Perf/ Screen

Date SWL(psi)

By

Amount Units

Slot length

Perforations Screens

SWL(ft)

SWL(ft)

Drilling Company:

Flowing Artesian?

(2a) PRE-ALTERATION Alteration (complete 2a & 10)

(2) TYPE OF WORK

To sacks/lbsAmtFromMaterial

(5a) ABANDONMENT USING UNHYDRATED BENTONITE Proposed Amount

From

Dia

TDS amount

Casing:

Seal:

ORIGINAL LOG #

Construction Begin Time sacks/ lbsAmt

ThrdWldPlstcStlGauge

Material From To

Actual Amount

+ Yes

ThrdWld Mat.

TypeGaugeToFrom

+ DiaC/L

Temp casing

Shoe LocationShoe

Screen Dia

Seal Placement Begin Date Begin Time

A B C D E Other:

Backfill placed from ft. to ft. Material Filter pack from ft. to ft. Material Size Explosives used: Type Amount

Seal placement method:

Street address of well Nearest address

Duration (hr)

Drill Stem/ Pump DepthDrawdown

Yield (gal/min )Type of Test

Dry Hole?

Form Version:

To

Calculated

Calculated

143597 1057726

ROCKWOOD WATER PEOPLES UTILITY DISTRICT

19601 NE HALSEY ST

PORTLAND OR 97230

971.00

23.00

33012/17/2024

8/4/2022 12/18/2024

1927 1/9/2025

1988 1/14/2025

142639MULT

1/14/2025

ERIC SCHNEIDER (E-filed)

RYAN SMITH (E-filed)

Schneider Water Services

198 ppm

24 3 770 0.375 30 0 91 0.375 20 741 744 0.375 16 744 761 0.375 16 851 871 0.375

20 770

C C L L L

ST

ST

ST

ST

ST

Screen Liner 16 761 851 50 Pipe Size Screen Liner 16 871 921 50 Pipe Size Screen Liner 16 941 961 50 Pipe Size

V-Shaped Wire wrap 304SS

760697

Topsoil Cobbles, boulders, and gravel Gravel, 3" minus, sand coarse Gravel, some clay, brown Clay, brown, with some gravel Gravel, 3" minus, with clay, brown Cobbles with gravel, some clay, brown Clay, brown, medium, with some gravel 3" minus Gravel, cemented, with clay, brown, silty Sand, grey, multi colored, fine to coarse Gravel, 3/4" minus, some sand, fine to medium

Sand, grey, medium to coarse, some gravel 1" minus Gravel 1-1/2" minus w/ some sand, cementation

Claystone, tan, medium, sandy Gravel and sand, 1"- some cementation layers Sandstone, tan, medium to firm, some grey med/hard Gravel, 1" minus, layers of cementation Clay, tan and green, /s layers of grey, med, sandy Clay, layer of green, brown, grey and blue, medium

971 985 SILICA SAND

12/2/2022 0011

740 971 SILICA SAND 8x16

MULTNOMAH 1.00 S 3.00 E

3 NW NW 800

45.51816400 -122.43221925

22514 SE STARK ST, GRESHAM OR 97030

337.70 FT

2750 250 740 48Pump

12/17/2024 760 965 2750 330

36 0 18 30 18 91

7759128 20 775 985

Cement 0 770 634 S kellytn Typewriter Amended 2/26/2025

WATER SUPPLY WELL REPORT -

continuation page

(6) CASING/LINER

(7) PERFORATIONS/SCREENS

(8) WELL TESTS: Minimum testing time is 1 hour

(10) STATIC WATER LEVEL

Material ToFrom

Comments/Remarks

BORE HOLE

Dia From To

Water Quality Concerns

SEAL

Material From To Amt sacks/ lbs

From To Description Amount Units

FILTER PACK

SWL(ft)

SWL(psi)Est FlowToFromSWL Date

(11) WELL LOG

(5) BORE HOLE CONSTRUCTION

(2a) PRE-ALTERATION

Perf/ Screen

Casing/ Liner

Screen Dia From To

Scrn/slot width

Slot length

# of slots

Tele/ Pipe size

From

+ Dia ThrdWldPlstcStlGaugeTo

WELL I.D. LABEL# L

START CARD #

ORIGINAL LOG #

To sacks/lbsAmtFromMaterial

Name of person(s) who assisted with construction and Trainee License # / Helper # Assistant Name Type #

Yield (gal/min )

Drill Stem/ Pump Depth

Duration (hr)

Shoe LocationShoeThrdWld

Mat.

TypeGaugeToFrom

+ DiaC/L

Calculated

Calculated

Calculated

Calculated

ToFrom SizeMaterial

DrawdownType of Test -16" liner has 3/8" steel plate welded on bottom.

-16" has J-latch assembly installed.

-20"x16" reducer assembly installed on top of 16" liner assembly. Overlaps top of liner by 3' on the OD and has a J-latch assembly.

-Upper borehole drilled with flooded reverse circulation, no statics were available.

JEREME BLACKWELL

CRISTO DEL RIO

DARREN GONZALES

TYLER JESKE

ANDREW PETRIE

HELPER WATER 8888981

HELPER WATER 8888980

8888979HELPER WATER

8888953HELPER WATER

8888908HELPER WATER

L L 16

961 971

941 0.375

0.375 ST

ST

143597

1057726

1/14/2025

142639MULT

914910

Sand, grey, medium to coarse, some gravel Gravel with Cobbles and sand, grey Sand, grey, fine, some gravel, 3/4" minus Gravel, 3" minus, some sand, grey, fine Sand, grey, fine Sand, grey, fine, some gravel Clay, grey, medium, soft Gravel, 3" minus, some sand Gravel and sand, some clay Sand, grey, medium to fine, some gravel Clay with some sand, grey

Gravel, 2" minus, with sand, medium to coarse Sand, grey, medium to coarse

Gravel, 2" minus, with clay, grey, soft, some sand Sand, some clay sand, medium, cemented Clay, grey, medium Sand, grey, medium to coarse, some mica Gravel, 3/4 minus with sand, grey, lenses of clay

Sand, grey, medium-fine, some gravel and mika Gravel, black and green Sand, black, medium, some mica Gravel, some clay, green Clay, green-grey, sticky

Map of Hole

142639MULT

1/14/2025

WATER SUPPLY WELL REPORT - Map with location identified must be attached and shall include an approximate scale and north arrow

STATE OF OREGON

WATER Sl!PPLY \YELL REPORT (as required by ORS 537.765 & OAR 690-205-0210)

(1) LAND OWNER Owner Well LO. _______ ~--<

First Name Last Name ---------- Company Rockwood Water Peoples Utility District

Address 19601 NE HALSEY ST City Portland State OR Zip 97230

(2) TYPE OF WOJ.ll( [8]New Well D Deepening D Conversion

I I Alteration 7comolete 2a & 10) nAbandonmentlcomnlete 5a\ (2a) PRE-ALTERATION

Dia + From To GaL1ge Stl Piste Wld Thrd

Casing:c::::=J ~' ~' --~[ -~[ ~[ ITIJ D D Material From To Amt sacks/lbs

Seal: I I I I I

(3) DJULL METHOD

lJRotary Air (g]Rotary Mud Ocabk

[8]Reverse Rotary D Other

0Auger Ocable Mud

(4) PROPOSED USE 0 Domestic Orrrigation [8]community

0 Industrial/ Commeric ial 0 Livestock 0 Dewatering

0Thermal 0InJection 0 Other

(S) BORE HOLE CONSTRUCTION

Depth of Completed Well 865 ft.

BORE HOLE

How was seal placed: Method ~Other stab in grout shoe Backfill placed from ~ tl. to~ ft Material Bent/Peageavel

Filter pack from~ ft to ~ft. Material Silica Sand Size I 0/20

Explosives used: D Yes Type Amount

(Sa) ABANDONMENT USING UNHYDRATED BENTONITE Proposed Amount Pounds Actual Amount Pounds

WELL J.D. LABEL# L 112748 _____________ __

START CARD# 1027242

f----~----------<

ORIGINAL LOG # I

(9) LOCATION OF WELL (legal description) County MllLTNOMAH Twp_l ___ S __ NIS Range 3 E E/WWM

Sec _3 __ ~ 1/4 ofthe ~ 1/4

Tax Map Number -----------

Tax Lot _8_0_0 ____ _

Lat ___ 0 __ ' __ " or __________ _

Long ___ __ ' __ " or-----------l Street address of well le Nearest address

122514 SE Stark St Gresham, OR 97030

(10) STATIC WATER LEVEL

Date SWL!osi) +

DMS or DD

DMS or DD

SWL(tl) ~existing Well/ Pre-Alteration I I I ~ompleted Well 103-01-2016 l I H,___329____,. 9 I

Flowing Artesian'' 0 Dry Hole'.' 0

WATER BEARING ZONES Depth water was first fuund _7_7_2 ___ _

SWL Date From To Est Flow SWL(psi) + SWL(it)

I 02-15-20"

I

I I I

Material From To See Attached Formation Log 0 883

(6) CASING/LINER

c~;~~ Lhi' I ~;, I ~ 'll~ ll! ~f I ~ P~ I~ •1-------------:-'_ .... _,.. __ :_._;_:_~:-l~-l:~ __ o"_~vZ_'un_:_~-1-a-·'_

:_~_-l Shoe D Inside Ooutside [8J Other Location of shoe(s) _6_9_3 __

Tempca~ing(8]Yes Dia_l_6 __ From 0 To_9_0 __ _

(7) PERFORATIONS/SCREENS

Perforations Method _____________ _

Screens Type _V_-_W_i_re_____ Material _3_0_4_S_S ___ _ Perf/S Casing/ Screen Scm/slot Slot #of creen Liner Dia !'mm Tn .. ;~,11 ]en"th slots

5 688 693 .035 5 772 862 .035

(8) WELL TESTS: Minimum testing time is 1 hour

Tele/ nine size

(!) Pump Q Bailer Q Air Q Flowing Artesian y;dd .,11m;, Drawd- 9°' "'mlPwop dopthl Durati o n lhrl

I 600 I 45.8

Temperature 57 °F Lab analysis r8Jves By_O_w_·n_e_r _______ _

Water guality concems7 Oves (describe below) TDS a111ount

I "pm I To I o,.,;,,,,, I All

..,.n, -IV' UH

Date Started07-22-2015 Completed 03-15-2016

(unbonded) Water Well Constructor Certification

I certily that the work l performed on the construction, deepening, alteration, or abandonment of this well is in compliance with Oregon water supply well construction standards. Materials used and information reported above are true to the best of my knowledge and belief

License Number 1523 Date 04-13-2016 -------- Signed on- .fi 1-e.

(bonded) Water Well Constructor Certification

I accept responsibility fix the construction, deepening, alteration, or abandonment work performed on this well during the construction dates reported above. All work performed during this time is in compliance with Oregon water supply well construction standards. This report is true to the best of my knowledge and be! ief

License Number_J"-9"-53'------- Date 04-13-2016

Signed er\· h le Contact Info (optional) __________________ _

ORIGINAL - WATER RESOURCES DEPARrMI:NT THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK Form Version 0.95

MULT 122597MULT 122597

gillisbm Draft

~!:i9e~1!c City of Gresham Test Well #1 Formation Log

From To Detailed Description

0 10 Gravel - medium, angular pebbles

10 20 Gravel - medium to coarse, angular to subrounded/ pebbles

20 30 Med/coarse sandy gravel

30 40 Med/coarse, dark sandy gravel

40 so Coarse sandy, light brown silty clay so 60 Dark brown, gravelly, sandy, silty clay

60 70 Gravel/cobbles

70 80 Medium brown, clayey/sandy gravel

80 90 Medium brown, clayey silt

90 100 Gravel - medium pebbles

100 110 Gravel - medium pebbles

110 120 Sandy/clayey gravel/cobbles

120 130 Medium brown, silty clay

130 140 Sandy gravel

140 lSO Gravel - med./coarse pebbles lSO 160 Silty/sandy gravel (med. Pebbles)

160 170 Gravel - medium pebbles

170 180 Coarse sand and gravel/cobbles

180 190 Silty/sandy gravel/cobbles

190 200 Coarse sandy gravel

200 210 Gravel - sub/rounded, coarse pebbles

210 220 Silty, clayey sand

220 230 Sandy gravel

230 240 Gravel - med./coarse sub/angular pebbles

240 2SO Cemented cobbles

2SO 260 Cemented cobbles

260 270 Cemented cobbles RECEIVED BY OWRD 270 280 Cemented cobbles

280 290 Dark grey sand

290 300 Dark gray, sandy gravel (basalt) APR 1 8 2016 300 310 Gravel (basalt and erratics) with some sand

310 320 Gravel (basalt and erratics) with some sand SALEM, OR 320 330 Sandy, med./coarse gravel (mostly basalt)

330 340 Sandy, med./coarse gravel (mostly basalt)

340 3SO Fine/med. Gravel

3SO 360 Medium gravel (sub/rounded)

360 370 Med./coarse gravel

370 380 Med./coarse subangular gravel with some sand

380 390 Angular/sub coarse gravel with some sand

390 400 Sandy subrounded gravel

400 410 Sandy, med/coarse gravel

410 420 Sandy, med/coarse gravel

420 430 Sandy, med/coarse gravel

430 440 Sandy, med/coarse gravel

MULT 122597MULT 122597

440 450

450 460

460 470 470 480

480 490

490 500 500 510

510 520

520 530 530 540

540 550

550 560

560 570

570 580 580 590

590 600 600 610

610 621

621 627

627 635

635 640

640 650

650 660

660 670

670 680

680 690 690 700

700 710

710 720

720 730

730 732

732 739

739 749

749 759 759 769

769 770

770 775

775 779

779 784

784 789

789 794

794 818

818 834 834 852

852 857

857 872 872 876

876 877 877 883

Sandy coarse gravel

Sandy coarse gravel

Silty, clayey sand with some gravel

Sandy gravel

Gravel with some sand

Dark gray, medium sand

Dark gray medium and coarse sand

Dark gray, medium sand with gravel

Coarse gravel with some sand

Med/coare sand and gravel

Med/coarse gravel with sand

Sand and gravel

Sand and gravel

Med/coarse gravel with sand

Med/coarse sand with gravel

Medium to coarse gravel with sand

Medium to coarse gravel with sand

Medium to coarse gravel with sand

Medium/dark brownish-gray silty clay

Dark yellowish-gray silty clay

Medium gray, silty micaceous sand

Light brownish-gray silty clay w/ some mica and Mn-oxides (black spots)

Bluish gray clay w/ some mica

Medium yellowish gray silty clay w/ mica

Medium yellowish gray silty clay w/ mica

Medium yellowish gray silty clay w/ some mica

Medium yellowish gray silty clay w/ some mica stiff blue gray clay stiff blue gray clay with some borwn silt and sand, blue gray clay with some brown wet blue gray silt with black fine to coarse sand silty gray stiff clay wet blue gray silt with black sand blue gray silt and sand wet blue gray silty sand

Cobbles and Gravel

Cobbles/gravel with some dark gray silt

Black, coarse sand with some silt and gravel

Mostly black (a few pieces of other colored), angular, coarse sand with fine gravel and some silt

Subangular to rounded gravelly sand; more felsic than above sample

SAA w/ cobbles

Dark, sandy gravel with large cobbles

Gray, fine-medium micaeous sand

Blue-Gray, fine-medium micaeous sand; finer than above

Blue-Gray, silty, fine-medium micaeous sand; some gravel

Blue-Gray, silty, fine-medium micaeous sand; some gravel

Sandy-silt

Silty clay with a little gravel

Black sand with silt

RECEIVED BY OWRD

APR 1 8 2016

SALEM, OR

f'!"R!JW ...... ~-~---- ------ - - - - ____ ..,_ -

FIGURE 1

Test Well #1 Site Location

City of Gresham

LEGEND

0 Drilling Location

• Hydrant

)t-----t( Suggested Security Fence Layout

/'v' Sanitary Sewer Lateral

D Disposal Site

D MudPit

Proposed Trench Layout

20' Trench Buffer

RECEIVED BY OWR

APR 1 8 2016

SALEM, OR

$ so 100 150

- ====-1 Feet ..

SI

W<1ttr5olution1,lnc.

Exhibit E

Fox Box Enclosure Design

FABRICATED STRUCTURES

13 34 23 - 1

SECTION 13 34 23

FIBERGLASS REINFORCED POLYMER (FRP) CABINET

PART 1 GENERAL

1.01 SYSTEM DESCRIPTION

A. Cabinet Name: Standard Fox Box

1. Size, Nominal:

a. Width: 37 inch

b. Length: 65 inch

c. Height: 54 inch

2. Flat top.

3. Exterior dimensions at base: 34.75 inch x 63.25 inch.

B. System: Design, furnish, and install complete package using manufacturer’s standard components.

C. Structure Type: Fiberglass Reinforced Polymer (FRP) cabinet on a formed and poured concrete pad as specified herein.

D. Submittals: Cabinet vendor to provide one (1) digital version of shop drawings and manufacturer’s data including the following:

1. Dimensions, weight, materials, parts, devices, and all other information required to verify compliance with these Specifications.

2. Manufacturer’s Literature and Technical Data: Drawings and Specifications for proposed system.

3. Drawings prepared specifically for this Project:

a. Materials and Details: Show materials, finishes, and details of components

(including hinges, handles, latches, vents, gaskets, and other accessories).

1.02 QUALITY ASSURANCE

A. Qualifications:

1. Manufacturer:

a. Longevity: At least 10 years’ experience in work of the type required in this section.

b. Capacity: Production throughput sufficient to provide work required for this Project without delay.

c. Manufacturing facility for this cabinet shall be located within the United States of America.

d. Quality: The manufacturer shall maintain a quality assurance program that is reviewed and approved by a Third Party Quality Control Agency.

B. Material Properties:

13 34 23 - 2

1. Fiberglass Laminate Properties:

a. Tensile Strength (ASTM D 638) 16,000 (psi)

b. Flexural Strength (ASTM D 790) 33,700 (psi)

c. Flexural Modulus (ASTM D 790) 1,160,000 (psi)

d. Tensile Modulus (ASTM D 638) 1,300,000 (psi)

e. Barcol Hardness 45

f. Izod Impact – Notched ((ft.-lbs)/in) 16.30

g. Izod Impact – Unnotched ((ft.-lbs)/in) 21.79

1.03 DELIVERY, STORAGE, AND HANDLING

A. The fiberglass cabinet and the accessory items shall be carefully transported, stored, handled and set in place in a manner that will prevent distortion, misalignment or other damage to the units.

B. During storage prior to installation and following installation, but prior to placing in service, the manufacturer's recommendations regarding handling shall be followed.

1.04 MANUFACTURERS WARRANTY

A. Manufacturer shall provide a two (2) year warranty on the cabinet materials and workmanship, according to the following specifications:

1. The cabinet will be free from manufacturing defects in workmanship and will not appreciably deteriorate under conditions of normal use and regular service and maintenance when installed properly, for a period of two (2) years from the original date of purchase.

2. Component parts will be purchased from reputable manufacturers and carry their own warranties.

3. If cabinet is insulated: Any penetrations made by cabinet manufacturer must be maintained by the Customer to ensure proper sealing. Suggested interval is every

(2) two years. All penetrations made by the Customer are the responsibility of the Customer and may void or limit the warranty if done improperly. Customer field penetrations through areas specifically designed to prevent exposure of core materials will neither void nor limit the warranty.

4. All warranties are Null and Void if the cabinet and/or its components are modified or damaged as a result of unauthorized repair, misuse, negligence, accident, or act of God. This warranty does not cover vandalism, unreasonable use, damage caused by flying or falling objects, collision with animals or vehicles, or damages caused by environmental extremes or natural disasters, such as earthquakes, floods, hail or lightning.

PART 2 PRODUCTS

2.01 CABINET MANUFACTURERS

13 34 23 - 3

A. Basis of design is Liberty Series Fox Box by Shelter Works, St. Louis, MO (314-664- 9300).

B. Products from other manufacturers will be considered for substitution 14 days prior to bid. Requests for substitution will not be considered if received 13 or fewer days before bid. Requests for substitution must include the following information in order to be considered:

1. Formal written request certifying that products to be substituted will match specified products in terms of structural properties, dimensions, physical appearance, quality level and quantities and that they will perform the same function in the same manner and will achieve the same end result.

2. Manufacturer’s and supplier’s material data sheets, specifications and performance data.

3. A list of ten (10) projects in satisfactory service for not less than three years with cabinets similar to those being proposed for substitution. For each project, include name, address and telephone number of the engineer, the contractor and the plant manager.

2.02 SYSTEM PERFORMANCE. Structural Loading:

A. Cabinet: Own dead load.

B. Roof Load: 20 psf snow load.

C. Wind Load: 90 mph.

1.03 COMPONENTS

A. LOWER PORTION. Fixed, 6” high.

B. UPPER PORTIONS. Two, 48” high, unequally sized, each hinged on its respective short side, each can be rotated 90° away from the other by one person, allows full access to equipment inside along both long sides.

C. PADLOCK HASP. On top, allows upper portions to be secured to each other, prevents unauthorized access to equipment inside.

D. VENTS. Two (2) total, one located on each short side of upper portion, ~5’ apart, fixed open, rainproof, 5” diameter, 304 stainless steel.

E. HANDLES. Two total, one on top of each upper portion, 304 stainless steel, facilitates rotational opening and closing of each upper portion.

F. EXTERIOR. All exterior surfaces shall have 18-20 mils of superior performance marine grade gel coat, incorporating ultra-violet inhibitors. Exterior color shall be desert sand, polar white, meadow green, or storm gray.

G. INTERIOR. All interior surfaces shall be sprayed with 18-20 mils of Polycor 944 high quality isophthalic white gel coat finish offering the same characteristics as the exterior surfaces without ultra-violet inhibitors.

H. MOUNTING FLANGE. Cabinet shall have an FRP base flange around the entire interior perimeter, ¼” thick x 2” wide.

1.04 MATERIALS

A. Cabinet shall be 3/16" thick sprayed FRP, uninsulated.

13 34 23 - 4

PART 3 EXECUTION

3.01 EXAMINATION. Investigate site, including soils, to determine effect on proposed cabinet.

3.02 PREPARATION.

A. Install concrete slab true and level to a maximum surface variance of 3/16” where the cabinet interfaces with the slab.

B. The slab immediately surrounding the cabinet perimeter shall be sloped away at a pitch of ½” per foot to promote proper drainage and eliminate the potential of standing water around the cabinet.

3.03 INSTALLATION

A. At the time of installation the slab shall be clean and dry.

B. Follow written offloading and installation instructions provided by cabinet manufacturer.

C. Installer shall provide any required Type 304 stainless steel expansion anchors.

END OF SECTION

Attachment A

Bidder’s Qualification Form

ATTACHMENT A

CITY OF GRESHAM CASCADE 6A/6B CHLORINATION SYSTEM PROJECT

QUALIFICATION FORM

DUE: October 30, 2026 AT 2:00 PM

The City of Gresham requires a statement as to financial ability, equipment, and experience to be completed and submitted by prospective contractors bidding on the Cascade 6A/6B Chlorination System project. The CONTRACTOR must be qualified by the OWNER’S REPRESENTATIVE prior to bidding. Only CONTRACTORS who have received qualification prior to bidding may submit a Bid Proposal for this project.

This request for qualification form shall be submitted by 2:00 PM on October 30, 2026 to:

Submitted to: _________________________________________________________

Email: _________________________________________________________

Attention: _________________________________________________________

To qualify for this project the prospective CONTRACTOR must have the following bonding and certification requirements and complete the following information:

BONDING AND CERTIFICATION REQUIREMENTS

(1) Be capable of providing appropriate bonding and insurance for this project.

(2) Licensed with a current Water Supply Well Construction license in the State of Oregon.

See Part 1 Section 1.12 of technical specifications for additional well construction experience qualifications.

Jessica "Jessi" Cain This is 8 business days into the 15 business day bidding period.

CONTRACTOR INFORMATION

Submitted By: ___________________________________________________________

Type of Work: ___________________________________________________________

Principal Office: ___________________________________________________________

CONTRACTOR’s Bank and Local Contact: ______________________________________

CONTRACTOR’s Surety: ____________________________________________________

EXPERIENCE QUESTIONNAIRE

(1) How many years has your organization been in business as a contractor under your present business name? _______________________________________________________________

(2) Is your company licensed and bonded in the State of Oregon and has your company complied with all Oregon Administrative Rules (OAR) for Well Construction and Maintenance and Well Construction Standards including OAR 690-200-005 through OAR 690-210-420? _______________________________________________________________

(3) Have you ever failed to complete any work awarded to you? ____________. If so, where and why?

(4) List below the contracts which you, or your company, or corporation were party, during the previous 10 years, were involved in litigation of any type:

(5) Name the Surety Company, and the name and address of the local agent you expect to use in the event this Contract is awarded to you:

(6) Name the field superintendent(s) who will be in direct charge if awarded this Contract and state the relevant, successful experience. A qualified field superintendent will be required to be on the project sit in responsible charge, full-time, during all construction activities.

The proposed superintendent(s) shall be currently employed by the CONTRACTOR and shall have been the CONTRACTOR’s superintendent on no less than one (1) similar municipal water well drilling project during the last ten (10) years. The superintendent(s) shall have been in the direct employment of the CONTRACTOR for all projects listed. Indicate the OWNER of the projects referenced. Provide the name(s) of at least on similar municipal well drilling projects successfully completed by all the superintendents listed, which shall include a project description, the name and address of the OWNER, and the approximate completion date of each project.

Superintendent Name(s)

Project Completed:

Owner Project Name Year Completed

Project Completed:

Owner Project Name Year Completed

January 23, 2023

ERIC SCHNEIDER WWC #1988

SCHNEIDER WATER SERVICES

21881 RIVER RD NE

ST. PAUL, OR 97137

FINAL ORDER

Dear Mr. Schneider:

The Special Standards Request Form you submitted for landowner: City of Gresham, Start Card number: 1057726, is hereby approved for the following: You may construct this water supply well as described on your Special Standards Request Form dated January 18, 2023. All other well construction standards must be adhered to. A copy of your Special Standards Request

Form is enclosed.

Verbal approval of this Special Standards Request was provided on January 20, 2023.

The Well Construction Standards serve to protect ground water resources. By approving and issuing this special construction standard the Oregon Water Resources Department is not representing that a well constructed in accordance with this condition will maintain structural integrity or that it meets engineering standards. The well constructor/or landowner is responsible for ensuring that a well is constructed in a manner that protects ground water resources as required under Oregon

Administrative Rules 690-200 through 690-240.

If you have any questions concerning this letter, I may be contacted at (503) 302-8618, or by e-mail at

Tommy.K.Laird@water.oregon.gov.

Sincerely, Tommy Laird

Well Construction Program Coordinator

Well Construction Section

Enclosure cc: Ryan Pillsbury, Well Inspector, Northwest Region

This is a FINAL ORDER other than contested case. This final order is subject to judicial review under ORS 183.484.

Any petition for judicial review of the final order must be filed within the time specified by ORS 183.484(2). Pursuant to ORS 536.075 and OAR 137-004-0080 you may either petition for judicial review or petition the Director for reconsideration of this order. A petition for reconsideration may be granted or denied by the Director, and if no action is taken within 60 days following the date the petition was filed, the petition shall be deemed denied.

mailto:Tommy.K.Laird@water.oregon.gov