Sol_140P1525Q0024_Amd_0002.pdf

(x)

140P1525Q0024 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

PIA

Flagstaff AZ 86001-2694 1824 S Thompson St, Ste 200 DOI, NPS, IMR - Arizona MABO

PIA

Flagstaff AZ 86001-2694 1824 S Thompson St, Ste 200 NPS, IMR - Arizona MABO

02/12/20250002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

01/16/2025

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this Amendment 0002 to Solicitation 140P1525Q0024, is to provide additional clarifications under Section 1.2, entitled Work Covered by the Contract Documents, of the

Statement of Work (SOW). Additional comments are highlighted in blue under Section 1.2 in the attached Revision 2 of the SOW document.

The quote due date has been extended by one (1) calendar day: Quotes are now due no later than 10:00AM EASTERN (8:00AM MST) on Wednesday, February 19, 2025. Please acknowledge receipt of both amendments in your offer and allow sufficient time for your quote email transaction TO BE RECEIVED BY that cut-off time.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Kimberley Greist

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 22

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P1525Q0024/0002

All other terms and conditions remain unchanged.

Period of Performance: 03/01/2025 to 06/30/2025

POCs

CO - Kim Greist, kim_greist@nps.gov, 202-897-7403

COR - Gregory Fillers, gregory_fillers@nps.gov, 928-608-6338

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

United States Department of the Interior

National Park Service

Glen Canyon National Recreation Area (GLCA)

STATEMENT OF WORK (Revision 2) Lee’s Ferry Water System Maintenance:

Water Intake Piping and Pump Replacement

PMIS 343329

Division 1 - General Requirements

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background

The project entails replacing water intake structures while maintaining continuous operation of the existing water distribution system at Lee’s Ferry. The infiltration gallery will remain undisturbed. New installations include manifold pipes, blowout valves, gate valves, pitless pump canisters, pumps, and associated controls. All replacement parts shall be as described in the Appendices, or approved equivalents.

Lee’s Ferry is within Glen Canyon National Recreation Area (GLCA, or “The Park”), and is approximately one hour South of Page AZ. See Appendix g. for reference.

1.2 Work Covered by the Contract Documents

Project Location: Glen Canyon National Recreation Area (GLCA) Work Includes:

1. Verification of the depth and location of existing infrastructure.

2. Demolition and removal of existing infrastructure.

3. Installation of a new appropriately sized C900 PVC manifold pipe connecting to the infiltration gallery.

4. Installation of two manifold pipe blowouts with appropriately sized cam-lock maintenance connections. See Appendix a.

5. Installation of gate valves and valve boxes for manifold isolation. See Appendix b.

6. Installation of two pitless pump canisters connecting to the existing 4” HDPE service line to the water treatment plant. All connections to be threaded. See Appendix c.

7. Installation of pumps (with stainless steel impellers) in the pitless canisters. See Appendix d.

8. Installation of new controls (See Appendix e) and control station enclosures utilizing the existing electrical service. New controls shall have soft start capability.

The enclosed control station building shall be insulated and have two man-way

SOW - Lee’s Ferry Water System Maintenance: Water Intake Piping and Pump Replacement doors on opposite sides of the control building to provide access and egress. See Appendix e. (See Appendices f & h). Control Station measures approx. 7’ x 14’, with roof approx. 7’ high on low side, 8’ on high side. Existing roof shall be retained.

9. Replacement of in-kind security fencing affected during construction. See

Appendix f.

Period of Performance: Completion is required within 90 calendar days from the Notice to Proceed, including weather days.

ITEM 2 - EXISTING UTILITIES

2.1 Coordination

The contractor shall notify the Contracting Officer (CO) and Contracting Officer’s Representative (COR) of planned excavation and coordinate with utility companies for location services.

2.2 Responsibility

Contractor is responsible for avoiding damage to known utilities. In case of damage:

• Repair at no cost to the Government if the utility is known.

• Notify CO and COR immediately for unknown utilities.

2.3 Utility Interruptions

Utility shutdowns shall not exceed 7 days. Temporary provisions must ensure the uninterrupted operation of the water distribution system during construction.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Site Access

Contractor operations shall comply with park regulations. Public access must remain minimally disrupted.

3.2 Work Hours

Work is permitted Monday through Friday, 8 a.m. to 5 p.m. Work outside these hours requires prior CO and COR approval. Federal Holidays are not considered normal working days. Work on Federal Holidays requires CO and COR approval.

3.3 Storage and Staging Areas

Confine storage to areas designated in the project staging plan. Ensure materials and equipment do not impede park operations.

3.4 Invasive Species Controls

All vehicles and equipment must be thoroughly cleaned, and any debris removed prior to entering or re-entering the Park to prevent transport and depositing of any invasive species. All vehicles and equipment that contacts water in the Park shall be cleaned, dried, and inspected per Park regulations before leaving the Park.

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

The contractor shall commence work per the contract. Coordinate schedule with lead times for materials and equipment.

ITEM 5 - EXAMINATION OF THE SITE

Contractors are urged to visit the site to assess existing conditions. No changes will be permitted based on conditions visible during the visit.

ITEM 6 - ABBREVIATIONS

Refer to NPS Reference Standards for abbreviations used in the contract:

https://www.nps.gov/orgs/1671/do-business-with-us.htm or https://www.nps.gov/orgs/1671/upload/NPS-Reference_Standards-Sect-01-42- 00_508.pdf

ITEM 7 - ACCIDENT PREVENTION

7.1 Requirements

Submit an Accident Prevention Plan (APP) that complies with OSHA 29 CFR 1926 Safety and Health Regulations for Construction standards, available online at https://www.ecfr.gov/current/title-29/subtitle-B/chapter-XVII/part-1926, including Job Hazard Analyses (JHAs), PPE, and emergency response protocols.

7.2 PPE Compliance

https://www.nps.gov/orgs/1671/do-business-with-us.htm https://www.nps.gov/orgs/1671/upload/NPS-Reference_Standards-Sect-01-42-00_508.pdf https://www.nps.gov/orgs/1671/upload/NPS-Reference_Standards-Sect-01-42-00_508.pdf https://www.ecfr.gov/current/title-29/subtitle-B/chapter-XVII/part-1926

All PPE must conform to OSHA 29 CFR 1926 Subpart E and ANSI standards (e.g., ANSI Z89.1 for helmets and Z87.1 for eye protection), available at https://www.ansi.org/.

7.3 Spill Prevention

Maintain a spill response kit on-site. Train employees in emergency spill procedures.

ITEM 8 - PRECONSTRUCTION CONFERENCE

Attendance at a preconstruction conference is mandatory. Submit the following one week prior:

1. Accident Prevention Plan.

2. Construction Schedule.

3. Subcontractor information.

ITEM 9 - SUBMITTALS

Submit all required documents, including shop drawings, daily progress reports, and environmental compliance plans, electronically to the CO and COR.

ITEM 10 - TEMPORARY SERVICES

Provide water, power, sanitary facilities, and other necessary utilities for the project at the contractor's expense.

ITEM 11 - PROJECT CLOSEOUT

11.1 Cleanup

Remove surplus materials and debris. Ensure the site is clean and ready for use before final inspection.

11.2 Final Inspection

Submit a completion certification and request a final inspection. Address punch list items within 30 days of issuance.

11.3 Warranties

Submit warranties for all installed systems and materials.

https://www.ansi.org/

Appendix a.

Appendix b.

kgreist Highlight

MUELLER® 2300 SERIES

RESILIENT WEDGE GATE VALVES

PRODUCT SPECIFICATIONS

1 .

z.

GENERAL CLASSIFICATION

1. 1 MUELLER Resilient Wedge Gate Valves comply with either ANSI/AWWA C509 or C515 where applicable.

1.2 MUELLER Resilient Wedge Gate Valves thru 16" are approved by Factory Mutual Research Corporation (FM).

1.3 Mueller Resilient Wedge Gate Valves thru 24" are listed by Underwriters Laboratories, Inc. (UL). Valves with actuators are not listed, 1 ,4 MUELLER Resilient Wedge Gate Valves are tested and certified to ANSI/NSF Standard 61 .

I .5 MUELLER Resilient Wedge Gate Valves are suitable for ordinary non-shock cold water service.

1,6 MUELLER Resilient Wedge Gate Valves are iron body, fully encapsulated resilient wedge type.

I . 7 MUELLER Resilient Wedge Gate Valves are made in the U.S.A. at an ISO900 I : 2000 Certified factory.

SIZE RANGE, WORl<ING PRESSURE AND WORKING TEMPERATURE

2. I 2" thru 54" AWWA valves.

2, I. I 250 psi maximum working pressure,

2.1.2 125F maximum working temperature.

2.1.3 33F minimum working temperature.

2.2 2-1 /2" thru 24" UUFM valves.

2.2.1 2-1 /2" thru 12" have a 200 psi maximum working pressure, 14" & 16" have a 250 psi

2.2,2 2.2.3 maximum working pressure and 18 thru 24" have a 175 maximum working pressure, 125F maximum working temperature.

33F minimum working temperature.

3, TYPE OF VALVE

3.1 MUELLER Resilient Wedge Gate Valves are either non-rising stem (NRS - 2" thru 54") or rising stem (OS&Y - 2-1 /2" thru 24") type,

3.2 MUELLER NRS Resilient Wedge Gate Valves are offered with 0-ring stem seals.

3.3 MUELLER Resilient Wedge Gate Valves are offered to either open left or open right.

3. 4 MUELLER Resilient Wedge Gate Valves with a 2" square wrench nut complying with AWWA C509/C51 5.

Optional hand wheels are available.

3. 5 MUELLER Resilient Wedge Gate Valves of the non-rising stem type are offered with the following end connections:

3,5.1 AguaGrip"' Ends, with integral restraint and compression connection, for plain end of Ductile

Iron, C900 PVC, or DIPS PE IDR9 thru DRI 7) pipe.

3.5.2 Flanged Ends, with flange dimensions and drilling complying to ANSI 816.1 Class 125 (ISO

PN I 0/PN 16 drilling optional).

3.5,3 Standard Mechanical Joint Ends for cast iron pipe, with end dimensions complying with

ANSI/AWWACl 11/A21. I I.

3.5.4 Slip-On Joint Ends* complete with Mueller Slip-On Gasket, complying with ANSI/AWWA

C111 /A21.11. Fit Ductile Iron pipe manufactured to ANSI/AWWA Cl 51 /A21.5 I; including the plain end of all makes of Cast Iron or Ductile Iron of the slip connection type. Also fits classes 150 and 200 Ductile Iron O.D. PVC plastic pipe**.

3,5.5 Radial Compression Joint Ends, for I.P. size PVC pipe.

3.5.6 Threaded Ends, with end dimensions complying to ANSI B2.1.

3.5. 7 D-150 Mechanical Joint ends with two specially designed gaskets to fit either of two diameters of Cast Iron or Ductile Iron Pipe: duck-tipped rubber gasket for Class 1 50 pipe or plain rubber gasket for Class D pit cast pipe.

*Design and dimensions of the joint are manufactured under license of U.S. Pipe and Foundry Company.

**When using DI O.D. PVC pipe, the gaskets supplied by Mueller must be used with this valve connection.

(Mueller Ca.)

CUSTOMER SERV ICE - Decatur, IL 1-800-423-1323 CANADA- Mueller Canada Inc., Barrie, Ontario 1705) 719-9965 www.muellercompany.com

!Continued)

--------------------------Printed in U.S.A. Form I 1694 Rev. l/12-2M-1

PRODUCT SPECIFICATIONS

4.16 Body

4.16.1 2" thru 12" sizes - Cast Iron, ASTM A-126, Class B.

4. 16.2 14" thru 54" sizes - Ductile Iron, ASTM A-526, Grade 64-45-12.

4.1 7 Inside and outside of valve fully coated - coating complies with ANSI/AWWA C550 and is certified to ANSI/NSF Standard 61 .

4. 17. I 2" thru 36" sizes - MUELLER PRO-GARD" Fusion Bonded Epoxy

4.17.2 42" thru 54" sizes - MUELLER HP"Epoxy.

5. DESIGN FEATURES

6.

5.1 2-1 /2" thru 48" sizes - fully unobstructed, oversized jexcept 16" which is same size) now way. The sealing mechanism is withdrawn from the now way in a full open position. No pockets in bottom of flow way to trap sediment or debris. The now way will permit passage of full-sized shell cutters jexcept I 6" which requires undersized cutter).

5.2 Bronze Disc Nut on non-rising stem valves.

5.3 Anti-Friction Washers on non-rising stem valves -Are located above and below the thrust collar portion of the stem to reduce friction and provide more effective conversion of operating torques into seating loads.

5.4 Stem for non-rising stem valves, with 0-ring Seals - One 0-ring is located below the thrust collar of the stem and two are located above the thrust collar, the upper most serving as a dirt seal. The O-rings and thrust collar are factory lubricated. The two primary O-rings seal the thrust collar area from outside contaminants and water, and retain an ample amount of lubricant on the thrust collar and anti-friction washers to reduce operating torque and wear.

5.5 Stem - The threads on the bronze stem are Acme form threads for strength and efficiency. The stem thrust collar is made integral with the stem - and is formed by a heat upset operation for valves thru 16" in size; cast in place for 18" and larger valves.

5.6 Upper Stem 0-ring Replacement - The two O-rings above the thrust collar of all MUELLER Resilient Wedge Gate Valves can be replaced with the valve in the fully open position, under pressure, with no leakage,

5. 7 Corrosion Resistant - 2" thru 36" sizes - all inside and outside cast iron surfaces are coated with MUELLER PRO-GARD" Epoxy Coating, IO mils nominal. MUELLER PRO-GARD" Epoxy Coating is non toxic and imparts no taste to water. 42" thru 54" sizes - all inside and outside cast iron surfaces coated with MUELLER HP" Epoxy Coating. Both coatings comply with ANSI/AWWA C550 and are certified to ANSI/NSF Standard 61 .

OPTIONAL FEATURES

6.1 MUELLER 2300 Series Resilient Wedge Gate Valves can be furnished with the following optional designs or features:

6.1.1 Gearing - Bevel and Spur gearing available on valves 4" and larger. Valves 30" and larger gearing is required. Bevel geared valves are for horizontal installations; spur geared for vertical.

Geared valves provide an additional bearing to support the extreme end of the stem. Bevel and spur geared valves are furnished with a grease case. Any valve leakage past the stuffing box does not enter the grease case,

6.1.2 Bypass valve -Valves I 8'' or larger. The bypass valves are non-rising stem Mueller" Series 2360

6.1.3 6.1.4 6.1.5

Resilient Wedge Valves. The bypass size and location comply with Section 24 of AWWA C500.

Position indicator - Available for NRS valves 4" and larger.

Bolts and nuts - Stainless Steel, Type 31 6.

Stem - Silicon bronze -Valves 16" and smaller ASTM B98 C66 I 00; 18" and larger ASTM B763 C99400 or C99500.

6. 1.6 Disc encapsulation - 2" thru 16" sizes - EPDM.

(Continued I

(Mueller Ca.) CUSTOMER SERVICE - Decatur, IL 1-800-423-1323 CANADA- Mueller Canada Inc., Barrie, Ontario 1705) 719-9965 www.muellercompany.com

PRODUCT SPECIFICATIONS

7. TEST PRESSURE

7. I The pressure test on each MUELLER Resilient Wedge Gate Valve meets the requirements of AWWA Standard C509 and C5 I 5 for Resilient Seated Valves.

7. I . I Each MUELLER Resilient Wedge Gate Valve is subjected to two pressure tests. The seat test is at the working pressure of AWWA valves and 1-1 /2 times working pressure of UL Listed valves.

Shell tests are at two times the working pressure.

7. I .2 Pressure tests at the working pressure shall show NO leakage past the seat from either side of the wedge or at the flange joints. Pressure tests at twice the working pressure shall show NO leakage through the metal or flange joints.

7 .1.3 Test pressures are as follows: 2" thru 54" - 250 psi - Seat Test, 500 psi - Shell Test.

I Mueller Ca.)

CUSTOMER SERVICE-Decatur, IL l-800-423-1323 CANADA- Mueller Canada Inc., Barrie, Ontario 1705) 719-9965 www.muellercompany.com

B

C

5 1 /4" Shaft 2-Piece Valve Boxes

Fig. NO. 4905

2-Piece Screw Type Adjustable Valve Box

2· Fig. No. 4908

2-Piece Sliding Type Adjustable valve Box

• This Box is the same as the one at left, except it is Sliding Type.

• Some feel the Sliding feature helps prevent impact to valve from Surface.

• Designed to cover the Stuffing box only on Valves up to 10" in size.

• Square Screw Type Top available 15" and 26 1 /2" length.

• Flange at bottom of Top Section can be any distance from top or omitted.

• Locking Covers available.

• Locking Covers available.

Fig. NO. 4905 Fig. No. 4908

Cover marked GAS or WATER or Special Lettering at Extra Cost. Cover weight - 13 lbs.

Size Extension Top Section & Cover Bollom Section Height Wt. No. Range �A No. Dlm.B WI. No. Dim. C WI. Bell-F

Size Extension Top Section & Cover Bottom Section No. Ranae-A No. Dlm.B WI. No. Dlm.C Wt.

18 18-24 64 10.5 35.0 61 14.5 23.0 6.5 58.0 5461-S 18-24 54-S 10.6 35.0 61-S 15.0 24.0

20 27-36 55 15.0 42.0 62 24.0 31.5 6.6 73.5 5561-S 23-29 55-S 15.5 42.0 61-S 15.0 24.0

21 39-48 55 15.0 42.0 64 36.0 46.0 8.5 88.0 Pli6l!,8· ..• 21-36• • 55'8· c,t6,6t 4!!.-0° 62;8, 24,5 33.0

22 39-60 56 26.0 70.0 64 36.0 46.0 8.5 104.0 5564-S 39-48 55-S 15.5 42.0 64-S 36.0 46.0

LOnger Boxes made by adding Extensions to Size No. 22, 5662-S 38-48 56-S 26.5 57.0 62-S 24.5 33.0

5664-S 39-60 56-S 26.5 57.0 64-S 36.0 46.0

Height Bell-F

6.5

6.6

J6;6, 8.6

6.5

8.5

Longer Boxe...c, made by adding Extensions lo Size No. 5664-S, See Tt'.lble on page 9 for proper Ieng/fl of box for various valves.

Extensions

Fig. No. 4905-X Fig. No. 4908-X

Wt.

69.0

65.1

75.0.

88.0

90.0

103.0

I

Fig. No. 4905-X

Screw Extension Fig, No. 4908-X

Sliding Extension

B

Size Increases

No. Length A

57 9.0

58 14.0

59 20.0

60 24.0

61 30.0

Overall Wt.

Length B -vi h/\.

13.0 20.0

18.0 23.0

24.0 31.5

30.0 36.5 j

36.0 46.0

BINGHAM & TMLOA ■ CULPEPER. VIRGINIA

B

Size Increases Overall Wt.No. Length A Length B

63-E 9.0 13.0 20.0

64-E 14.0 18.0 23.0

65-E 20.0 24.0 31.5 � 66-E 24.0 30.0 36.5

67-E 30.0 36.0 46,0

Appendix c.

Appendix d.

Motor Control Box

• Catalog L Weig Catalog Weight Catalog Weight

HP Stgs, PH Volt Number Inches mm) Pounds Number Pounds (K ) Number Pounds I( )

I 230

21 IS

224 301 92 43 (19.S) P217·814 8 (3,6)

-+ 2 s 3 230 L90HF20 23431592 47 21.3 1095·1(43 6 2.7

3 460

(533) (6.8) 234 325 94 47 (21.3) 1096·1(33 6 2.7)

1 230 26·5/8 17

224 302 26

P217·815 9 (4.1)

3 7 3 230 L90HF30 234 31626 1095·K52 6 2,7

3 460

(676) (7.7) 234 326 26

(24.0) 1096·1{37 6 (2.7) 3·wlre

1 230 41·1/2 19

224 303 52

P217·910 10 (45.4)

5 12 3 230 L90HFS0 234 317 52 1095·1{61 6 (2.7

3 460 (1080) (8,6) 234 327 52

(30A) 1096·K49 6 (2.7)

7·1/2 19 3

L90HF75 6J.1/2 22 224 318 52 69 1095·1{67 6 (2,7)

460 (1562) (10.0) 234 328 52 (31.3) 1096·KS5 6 (2.7

10 23 3 460 L90HFIO0 72·3/8 35 234 595 34

80 1096·K58 6 (2.7)

(1838) (I 5.9) (36.3)

3.9 Inches (98.43 mm) Model

Number Dlscharae

L90HF20

L90HF30

L90HF50 2"NPT

L90HF75

L90HFIOO

Dimensions are for estimating purposes only.

S58<1SWS--. Customer Servl<:e: (262) 728-9181 1'1.!11 Delavan, WI 53115 USA , www.pumps.com

STA·RBTE'

;�[:,�� •• t-ntw�,-�!

�fa��{ci �i,�q�lli:J0/3cJ:Jf�e'r-.�\!.

HP PSI

20' 40' 60' 80' 100'

0 - I IS 90 60

20 80 53

30 so so

0 - - 113 96 75 20 108 90 69 so

30 87 66 so

0 - - - - 115

20 - 122 112 102 88

30 119 Ill IOI 87 73 40 108 98 84 72 57 50 96 83 71 56 60 82 70 55 0 - - - - - 20 - - - 123 116

7·1/2 30 - - 121 ll5 107 40 - 120 I 14 '106 98 so 119 113 105 97 93 60 112 104 96 94 83 0 - - - - - 20 - - - - -

30 - - - - 120 40 - - - 119 114 so - - 118 114 108 60 125 117 I 13 108 102

CAPACITY LITERS PER MINUTE

0 60 100 160 200 250 300 350 400 450 600 650 ' '

,oo

-- - ,,.,...... � I'\

//' \11 '

'l i-- - '�r<> «--f 300 g;

�y�

J' ��o-x

I'-''¼> iS')) "'/4 "'

I "(.p .,S, I'\ i ... 200 � g

I i

- .-i$/tt;,' .. .:...'<�

,,.8HP .,.l, I "l•t:r-2HP ssra i

-..;:1, r--...

i i

�r--

-- -1-' . ' :---,.__ '

�':. i

0 20 40 60 60 100 120 1'10

CAPACIT\' GALLONS PER MINUTE

Pumping Depth In Feet

125' 150' 175' 200' 250' 300' so

103 86 72 56 74 59

125 115 107 98 78 59 108 100 90 79 61 99 91 80 71 53 92 81 72 61 82 73 62 74 63- - 118 112 99 81

119 113 106 100 83 67 114 107 101 93 75 60

107 IOI 94 84 68 54

102 95 85 77 62 94 86 78 70 55

150 60%

126 60¼

,oo m 40%

"' t;g; z 76 0

30% � iii f ;,: ...

60 � g 20%

25 10%

0 0%

SS84SWS i_ Custom!!r service: (262) 728•9181 Im' Del;wan, WI 53115 USA r www.pumps,com

Shutoff Head

350' •no• Feet PSI

109 48

153 67

258 112

402 175

66 52

491 213

0j

,Thrust i\ j ,:,q

Application j.&i) These motors are built for dependable operation In 4" diameter or larger water wells.

JJL

--.=-•--r r

!Basic Features , I

. .,_,.;·.,.:_�. } ��1!: .��

• Corrosion-resistant Construction

. ;,', i • Stainless Steel Splined Shafi ��W?:+ �-r • Hermetically-sealed Windings t�·:::ir·.i t}!��J;

• Anti-track Self-healing Resin System

■ Filter Check Valve

• Water Lubricationgi ■ Kingsbury-type Thrust Bearing

■ Pressure-equalizing Diaphragm

• Sand Fighting Slinger

• Built-In Lightning Arrestors (Single-phase)

• Removable Water Bloc™ Lead

• Franklin-manufactured Control Boxes Available for

Single-phase Motors

■ UL 778 Recognized (North American Voltages)

' • CSA Certified..____.,

• ANSI/NSF 61 Certified-----

• Industry Standard NEMA Mounting Dimensions

�en:� � '" :.:_ ,.

Special Optlo:ns

• 316 SS Construction

Special construction option for corrosive applications, Including acids, low pH, and s<:iawater. �

■ Sand Fighter™ Construction

Sp�clal construction option for sandy water wells, Motors Include Sand Fighter sealing system with silicon carbide mechanical shaft seal and are warranted against sand entry failure,

• Coalbed Methane Construction .Special construction option for coalbed methane wells, Includes Sand Fighter sealing system, reinforced diaphragm housing to resist damage from bottom tagging, and protective filter to shield diaphragm from debris,

■ OIi Stripper Construction Special construction option for secondary oil recovery wells where there Is a mixture of oil and water, They are also suitable for geothermal and other water well applications where high temperatures and/or high pH conditions exist. Three-phase Oil Stripper motors are equipped with Subtrol heat sensor for use with SubMonltor protection devices, 'f ii f, 4-lnch High Thrust Dimensions and Weights

,161 MAX LEAD

BOSS HEIGHT

1,48

MAX

3,76 DIA,

.60MIN,

FULL SPLINE

1,608

• L'

SEE

TABLE

Single• hase Motors"

1.6 1.1 2 1.5 3 2.2 6 3.7

17.69.

19.19 22.19 28.19

SHIPPING WEIGHT

M!:hW-- .3a 17.3

19.5 25.0 31.8

MOTOR CARTON

SIZE (ilHnches}

6x6x23 6x6x25 6x6x28 6x6x34

Single-phase Motors • Oil Stripper rr

4·6 � 3 2,2 25,87 64 24.5 6 3.7 31.87 75 34.1

SHIPPING WEIGHT

Three-phase Motors"

• • MU�

1.5 • 1.1 15.82 33

.+2 :i

6.6 7.5 .10

1.5 2,2 3.0 3,7 4.0 5,5 7,6

17.69 19.19 22.19 22.19 24.69 28.18 30.44

3 2,2 22.87 5 .3.7 • 25,87

7.5 6.5 31.87

.43

15.0 17.3 19.5 25.0 26.0 27.7 31.8 34.1

22.7 26.4 34.1

MOTOR CARTON

SIZE (ill inches)

6x6x28 6X6X34 6x6x37

• ,MOTOR CARTON

SIZE (fll inches)

6x6x23 6x6x23 axs,25 6x6x28 6x6x28 6 X 6 X 28 6x6x34 6x6x36

MOTOR CARTmi SIZE(in inches)

6x6x28 6 X 6 X 34 6x6x37

• Represents standard and Sand Fighter construction models. Consult factory for CBM and 316 SS weights and dimensions, Appendix e.

Appendix f.

Appendix g.

Appendix h.