HomeMy WebLinkAboutGrant Related - BOCCGRANT COUNTY
COMMISSIONERS AGENDA MEETING REQUEST FORM
(Must be submitted to the Clerk of the Board by 12:00pm on Thursday)
REQUESTING DEPARTMENT: gOCC
REQUEST SUBMITTED BY: Karrle Stockton
CONTACT PERSON ATTENDING ROUNDTABLE: Kafl"I@ Stockton
CONFIDENTIAL INFORMATION: DYES 50 NO
DATE: 7/28I2026
PHONE: 2937
:0m;
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[]Tax Title Property
❑WSLCB
One Year Extension request from City of Ephrata on the Strategic Infrastructure Program
(SIP) No. 2024-03 Water Pipe Project. New end date would be August 20, 2028.
If necessary, was this document reviewed by accounting? ❑ YES ❑ NO W N/A
If necessary, was this document reviewed by legal? ❑ YES ❑ NO 9 N/A
DATE OF ACTIONDEFERRED OR CONTINUED TO-
APPROVE: DENIED ABSTAIN
D 1: KA.P.,
D2: �
D3:
WITHDRAWN -
4/23/24
127 Alder Street Southwest
Ephrata,, Washington 98823
(509) 7544601
www.ephrata.org
July 28, 2026
Grant County
Board of Commissioners
35 C Street NW
Ephrata, WA 98823
RE: One -Year Extension Request for SIP Grant 2024-03
Reclaimed Water Pipe Project (Phase 2)
Utility Easement Acquisition in Progress - Match Future Enterprise Connector Route
Dear Board of Commissioners.,
Please accept this letter as a formal request for a One -Year Extension of the SIP Grant 2024-03,
regarding the Phase 2 Reclaimed Water Pipe Project. Authorizing this request would extend
the SIP Grant 2024-03 expiration date to August 20, 2027.
Additional time is being requested to provide for the Utility Easement Acquisition work in
progress. In short, the reclaimed water route needs to match up with the proposed future
connector road between Enterprise Street and Nat Washington Way. Please see the attached
60% Engineering Plan Set.
The proposed Phase 2 Reclaimed Water Pipe project extends the reclaimed waterline to the
Port of Ephrata properties. The availability of cost-effective reclaimed water for current and
future Port clients will be a strategic economic benefit for the greater community.
Thank You for your consideration of this extension request,
Dave Bren, PE
City Project Engineer & Grant Writer
Page I of I
NAT WASHINGTON WAY
1411 RECLAIMED WATERLINE EXTENSION o �.
PHASE 2
1. 10" RECLAIMED WATER EXTENSION: EXTEND 10" C900 PURPLE
RECLAIMED WATER MAIN THROUGH CASING TO CROSS SR-282,
THEN EXTEND TO SHOULDER EAST OF THE PAVED TRAIL, THEN
EXTEND PAST THE SECOND WALMART ENTRANCE, THEN EXTEND
ACROSS OPEN FIELD EAST TO PORT PROPERTY AS SHOWN ON
THE PLAN.
2. 6" SEWER FORCE MAIN EXTENSION: CONNECT 6" SDR-11 SEWER
FORCEMAIN TO MANHOLE ON SOUTH SOUTH OF ROUNDABOUT,
THEN EXTEND ALONG SIDE THE RECLAIMED WATER MAIN
THROUGH CASING TO CROSS SR-282. THEN EXTEND TO
SHOULDER, THEN END WITH CAP FOR FUTURE EXTENSION.
CASING SPACERS WILL BE AT 6' OC AND WILL PROVIDE FOR
BOTH THE 10" C900 AND 6" SDR-11 PIPES.
3. 4" STUB EAST AT STA 5+90: STUB 4" C900 PURPLE
RECLAIMED WATER MAIN TO PROVIDE FUTURE SERVICE AT
PRONGHORN PROPERTY FIRST ENTRANCE TO A POINT AS
SHOWN ON THE PLAN.
SCHEDULE A (NAT WASH) QUANTITIES
# ITEM DETAIL UNITS
1 10" C900 PURPLE PVC MAIN LINE B3 B48 LF
2 IDXlOX10 TEE WITH (2) 10" VALVE B4 & B5 1 EA
3 10X10X4 TEE WITH 4" AND 10" VALVES B4 & B5 1 EA
4 10" 22.5 DEGREE ELBOW B4 2 EA
5 10" 45 DEGREE ELBOW B4 2 EA
6 24" CASING SPACERS AT 6' OC (10-C900 & 6"SDR11) -- — 30 EA
7 2" BLOW OFF ASSEMBLY B9 1 EA
8 PAVEMENT SAWCUT, DEMO, & PATCH B2 480 SF
9 1 CURB & SIDEWALK SAWCUT, DEMO, & PATCH A4 & A5 50 LF
SCHEDULE B (ENTERPRISE CONNECTOR) QUANTITIES
# ITEM DETAIL UNITS
1 10" C900 PURPLE PVC MAIN LINE B3 2046 LF
2 lUX10X10 TEE WITH (2) 10" VALVE 84 & B5 1 EA
3 1DX10X4 TEE WITH 4" AND 10" VALVES B4 & B5 1 EA
4 2" BLOW OFF ASSEMBLY B9 1 EA
SCHEDULE C (SEWER FORCE MAIN) QUANTITIES
# ITEM DETAIL UNITS
1 6" 5DR-11 HDPE FORCE MAIN (200 P51) — — — 270 LF
2 OUTSIDE DROP CONNECTION TO EXISTING SSMH — — — 1 EA
DRONE ORTHOPHOTO DATA: PROJECT INFORMATION: PLAN SHEETS:
GROUND CONTROL SET BY TRIMBLE RB MODEL 3 OWNER: CITY OF EPHRATA 1 — COVER SHEET
UTILIZING VRS ROVER METHOD. DRONE FLIGHT BY LOCATION: SR-282 & NAT WASHINGTON WAY 2 — NAT WASHINGTON STA 1+00 TO 6+00
DJI PHANTOM 4 PRO. FLOWN ON 11.05.2025 AND CONTACT: ROB HARRIS, PW DIRECTOR 3 — NAT WASHINGTON STA 6+00 TO 10+35
11.12.2025 BY PART 107 PILOT DAVE BREN LICENSE 4 — ENTERPRISE CONNECTOR STA 0+00 TO 8+00 150' 75' 0 150' 300'
#4184748. WITH LAANC PRIOR AUTHORIZATION. PHONE: 509.754.4601
EMAIL: RHARRIS®EPHRATA.ORG 5 — ENTERPRISE CONNECTOR STA 8+00 TO 21+00
DATUM BASIS 6 — WATER, SEWER, & ROADWAY DETAILS
HORZ = WA STATE PLAN SOUTH (NAD 83/11) 7 — DETOUR PLAN — REGIONAL SIGNAGE SCALE:1 750'
"=
VERT = WSDOT MONS CALIBRATION (NAVD BB) 8 — DETOUR PLAN — ROUNDABOUT DETAILS
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RECLAIMED WATERLINE EXTENSION
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NA T WASHING TON WAY
RECLAIMED WATERLINE EXTENSION
LEGEND: DRONE ORTHOPHOTO DATA:
STA 5+00 TO 10+35 C900 PURPLE PIPE (RECLAIMED WA) -•••� GROUND CONTROL SET BY TRIOD. DE N MODEL 3
UTILIZING VRS ROVER METHOD. DRONE FLIGHT
GATE VALVE (RECLAIMED WA) = BY DJI PHANTOM 4 PRO. FLOWN ON 11.05.2025, MAP RI)TATI(1N
11.12.2025, AND 12.01.2025 BY PART 107 a2 EEASI'
PILOT DAVE BREN LICENSE #4184748, WITH
LAANC PRIOR AUTHORIZATION.
20' 10' 0 20' 40'
DATUM BASIS
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SECTION A -A
NOTES:
1. DESIGN ENGINEERING REQUIRED FOR LOADING EXCEEDING HS-20-44 OR
TRENCH WIDTHS EXCEEDING 9'-6".
2. EDGE OVERLAP SHALL BE AS FOLLOWS!
2.1. TRAFFIC SPEED UNDER 45 MPH WITH ASPHALT OR CONCRETE SURFACE:
12" MIN. EACH SIDE
2.2. TRAFFIC SPEED OVER 46 MPH OR DIRT/GRAVEL SURFACE: 24" MIN. EACH
SIDE. MAXIMUM SPEED FOR DIRT/GRAVEL SURFACE SHALL BE LIMITED TO
25 MPH,
3. SEE TRENCH PATCHING GENERAL NOTES FOR FURTHER NOTES.
DRAVANG NUMBER ST-TRE-7
SCALE NONE
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WASHINGTON RLMSION DATE 12/20
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CN 26-04
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DCB
ISSUE DATE:
05.27.2026
8
OF:
8