signed Plans Huckleberry Well Replacement 2_25_21.pdf

PDF 1 MB Posted

Attached to
GAOA West Zone Campground Reconstruction-Payette NF/Council RD
Solicitation number
1240LT23R0003
Issued by

About this file

This document includes plans and specifications for a federal contract opportunity to replace a well at the Huckleberry Campground on the Payette National Forest in Idaho. Key details include:

The project involves abandoning an existing well and installing a new well at the campground, located near Council, Idaho. The plans provide existing conditions, proposed well locations, concrete pad and pump details, and well specifications. A pre-solicitation site visit will be held on October 25, 2022 for contractors to view the work areas. The solicitation is expected to be issued in February or March 2023 with an estimated start date of May 1, 2023. The base bid includes well installation and the optional item is salvaging reusable pump parts. The contract is a small business set-aside with a maximum value between $500,000 and $1 million.

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Text version

FOREST LOCATION

VICINITY MAP

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture

Forest Service

HUCKLEBERRY CAMPGROUND WELL REPLACEMENT

THE PROJECT IS LOCATED IN THE HUCKBERRY CAMPGROUND NEAR BEAR, ID. FROM COUNCIL, ID

HEAD WEST ON THE COUNCIL-CUPRUM ROAD. CONTINUE FOR 28 MILES. CONTINUE STRAIGHT TO

MERGE ONTO THE LADORE ROAD (ROAD 110). CONTINUE FOR 5.4 MILE TO REACH HUCKLEBERRY

CAMPGROUND (ROAD 570). LAT/LONG: 45.08397, -116.61567

APPROVED:

FOREST ENGINEER DATE

2/2 5/2

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IDAHO

ADAMS COUNTY

(R04) INTERMOUNTAIN REGION

PAYETTE NATIONAL FOREST

COUNCIL RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

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COVERSHEETET

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EXISTING CONDITIONS

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NEW WELL SITE MAP

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HAND PUMP AND CONCRETE PAD DETAILS

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WELL DETAILS

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0' [TOP OF CASING]

0'-11" [TOP OF CONCRETE

3' [1/8" WEEP HOLE IN 1-1/4" SCH. 80

2'-9 1/2" [STATIC LEVEL 6/05]

41' [TOP OF HAND PUMP CYLINDER]

100' [END OPEN BORE HOLE AT TIME WELL

PVC SUCTION PIPE]

NEW (6/05) ELEC. RECEPTACLE

HUCKLEBERRY CG WELL SKETCH 10/07

NEW (6/05) BAKER MONITOR HAND

PUMP - NOT SHOWN. NEW

CONNECTION AND COVER

SLAB]

20' [END 6" STEEL CASING AND

NEW (10/07) 1-1/4" THREADED SCH. 80

PVC SUCTION WITH 7/16" GALV.

STEEL SUCTION RODS

5'X5' CONCRETE

SLAB

CHECK VALVE REMOVED ON PUMP

MOTOR W/12-2 W/GRD. PUMP WIRE

ELEC. SUBMERSIBLE PUMP AND

#755FB) 2-1/2X15 HAND PUMP CYLINDER

NEW (6/05) 4" GOULDS #10GS05

NEW (6/05) MONITOR #0004 (OLD

DRILLED, END SAND PACK, AND END

NOTES:

1. WATER TEMPERATURE AT TIME OF PUMPING

ON 6/13/05 AND 10/29/07 WAS 48 DEG. F.

2. NEW SUBMERSIBLE PUMP WILL DRAW THE

WATER LEVEL DOWN IN THE WELL FROM 31"

TO THE PUMP LEVEL AT APPROXIMATELY 32'

IN 1 MINUTE 15 SECONDS (43 GALLONS).

RECHARGE RATE TO STATIC LEVEL IS

APPROXIMATELY 10 MINUTES.

MODIFIED SHROUD INSTALLED 10/07

4" 20-SLOT WELL SCREEN]

1' [BEGIN 4" SOLID PVC CASING]

14' [BEGIN 3/8" BENTONITE CHIP PACK]

31' [END 3/8" BENTONITE CHIP PACK AND

BEGIN SAND PACK]

40' [END 4" SOLID PVC CASING AND

BEGIN 4" 20-SLOT PVC WELL SCREEN]

53'-6" [FIRST WATER OBSERVED -

LOW FLOW]

56'-6" [SECOND WATER OBSERVED -

GOOD FLOW]

61'-6" [THIRD WATER OBSERVED -

GOOD FLOW W/PRESSURE]

REDEVELOPMENT 10/29/07:

WATER FLOWS NOTED DURING

BEGIN 6" OPEN BORE HOLE]

EXISTING 6" STEEL CASING

NEW 4" SCH. 40 20-SLOT PVC

WELL SCREEN

NEW 4" SCH. 40 SOLID PVC CASING

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R04)

INTERMOUNTAIN REGION

HUCKLEBERRY

CAMPGROUND

WELL

REPLACEMENT

PAYETTE NATIONAL

FOREST

COUNCIL RANGER DISTRICT

EXISTING WELL

DECOMMISSIONING

2/24/2021

S. THOMPSON

P. MCCLOSKEY

S. THOMPSON

C-01 2 5

N

S

W E

ROAD 110

ROAD 570

BEAR CREEK

VAULT TOILET

EXISTING WELL

SITE MAP

EXISTING WELL DESIGN

Feet0 0.3048 0.6096

Feet

1:240

100500

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E

10.00'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R04)

INTERMOUNTAIN REGION

DAYCARE

WATERLINE

REPLACEMENT

PAYETTE NATIONAL

FOREST

SUPERVISOR'S OFFICE

NEW WELL SITE MAP

2/24/21

S. THOMPSON

P. MCCLOSKEY

S. THOMPSON

C-02 3 5

SUGGESTED LOCATION FOR

NEW WELL AND CONCRETE PAD

SEE SHEETS 4 AND 5 FOR DETAILS

WELL LOCATION LIMITS

N

S

EW

Feet

1:48

20100

PROJECT DESCRIPTION

THIS PROJECT ABANDONS AN EXISTING WELL AND INSTALLS A NEW WELL AT THE

HUCKLEBERRY CAMPGROUND NEAR COUNCIL, IDAHO. THE CAMPGROUND IS ON

THE COUNCIL RANGER DISTRICT OF THE PAYETTE NATIONAL FOREST AT:

LAT:45.08397N, LONG:-116.61568E

BASE BID

ABANDOMENT NOTES:

· ABANDON WELL PER 'IDAHO DEPARTMENT OF WATER RESOURCES'

REQUIREMENTS AND APPROVED TECHNIQUE(S)

· COMPLETE AND FILE A STOTE OF IDAHO DEPARTMENT OF WATER RESOURCES

"AUTHORIZATION TO ABANDON A WELL" FORM AND PROVIDE THE FOREST SERVICE

WITH A COPY.

· CONCRETE PAD, PVC LINER, PVC WELL SCREEN AND TOP OF STEEL CASING TO BE

REMOVED AND DISPOSED OF OFF SITE AT AN APPROVED FACILITY..

· WELL CASING TO BE CUT AND ABANDONED 24" BELOW SURFACE

· CASING TO BE BACKFILLED WITH CEMENT GROUT UNTIL FULL

· BACKFILL REMOVED CONCRETE PAD WITH TOPSOIL AND SMOOTH TO MATCH

EXISTING SURFACE

CONSTRUCTION NOTES:

· INSTALL NEW WELL PER 'IDAHO DEPARTMENT OF WATER RESOURCES'

REQUIREMENTS AND APPROVED TECHNIQUE(S)

· LOCATION OF NEW WELL TO BE DETERMINED BY CONTRACTOR, AND APPROVED BY

THE COR, BUT MUST REMAIN 10' INSIDE THE EXISTING LOOP TO ALLOW FOR

FUTURE ROAD WIDENING.

· THE BASE BID INCLUDES INSTALLATION OF THE WELL CASING, WEEP HOLE, PVC

LINER, WELL SCREEN, GROUT, CONCRETE PAD, CONCRETE GUTTER AND GRAVEL

SUMP

· THE ORIENTATION OF THE CONCRETE PAD AND SUMP TO BE DETERMINED BY COR

AFTER THE WELL HAS BEEN LOCATED

OPTIONAL ITEM

ABANDONMENT NOTES

· HAND PUMP, SUCTION RODS, SUCTION PIPE, PUMP CYLINDER, SUBMERSIBLE PUMP,

ELECTRICAL OUTLET, AND PUMP RODS TO BE REMOVED AND SALVAGED TO BE TO

BE REUSED.

CONSTRUCTION NOTES

· SALVAGED PARTS SHALL BE INSTALLED ON THE NEW PUMP AND ANY RELATED

WORK SHALL BE COMPLETED..

IF THE OPTIONAL ITEM IS NOT AWARDED AS PART OF THIS CONTRACT IT WILL BE PART

OF A SEPERATE CONTRACT. SALVAGE OF THE REUSABLE ITEMS WILL OCCUR PRIOR TO

THE START OF THIS CONTRACT.

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10'-0"

FINISHED GRADE

NEW CONCRETE GUTTER

1'-0"

3"

3"

FINISHED GRADE

3"

3-1/2"

1-1/2"

8"

SECTION A-A

ELEVATION VIEW

PLAN VIEW

2'-0" MIN.

2'-0" MIN.

8'-0"

2'

2'

6'-0"

6"

6"

4"

2"

2" OF TOPSOIL

8'-0"

#4 REBAR 12" O.C. BOTH DIRECTIONS

1/2 " THICK EXPANSION JOINT

MATERIAL AROUND WELL CASING

NOTES:

1. SLOPE FINISHED GRADE TO DRAIN AWAY FROM WELL A MINIMUM OF 2%

2. PLACE 18" STEEL DOWELS IN JOINT BETWEEN PAD AND GUTTER TO PREVENT UNEVEN SETTLING.

3. ORIENT HANDPUMP AND GUTTER AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. THE CONTRACTOR SHALL MAKE THE 4 MODIFICATIONS AS SHOWN BELOW TO THE MODEL IDFHFS PUMP

STAND.

4-1/4" 4-1/4"

#4 REBAR

2" MIN. COVER

R6"

R9"

18" DOWELS

#4 REBAR (TYP.)

NEW GRAVEL SUMP

S L

O P

E

SLOPE 2%

SLOPE 2%

S L

O P

E

PUMP TO BE A "MONITOR DRINKING

FOUNTAIN PUMP" (MODEL IDFHFS)

STAND WITH OHIO PATTERN BASE

OR APPROVED EQUAL

CONCRETE

JOINT SEAL

IF NOT A

MONOLITHIC

POUR

2' MIN.

2' MIN.

NEW GRAVEL SUMP

S

L

O

P

6" STEEL WELL CASING

GROUT SEAL

3" MOUND GROUT

STRIP 4" OF TOPSOIL IF

PRESENT, REPLACE

TOPSOIL WITH COMPACTED

ROAD BASE MATERIAL

OVERSIZED BORE HOLE

FOR GROUT SEAL

NEW CONCRETE PAD

COMPACTED

AGGREGATE SURFACE

COURSE, GRADING G

NEW CONCRETE

GUTTER

#4 REBAR

18" DOWELS

1-1/4" PVC SUCTION PIPE

#4 REBAR @12" O.C. BOTH WAYS,

MAINTAIN 2" COVER OVER TOP LAYER

MONITOR HAND PUMP STAND

1/2" THICK EXPANSION JOINT

MATERIAL AROUND WELL CASING

1'-6"

NEW CONCRETE PAD

ACCESSIBILITY MODIFICATION

MODIFICATION #4:

WELD 1" BEND ROD TO

UNDERSIDE OF PUMP HANDLE,

PAINT ROD TO MATCH HANDLE

MODIFICATION #2:

MOVE FULCRUM TO THIS

POSITION FOR 5" STROKE

RUN BEAD OF SILICONE CAULK

BETWEEN PUMP STAND AND CASING

R

O

T

A

T

6"

1-1/2" MAX.

MODIFICATION #1:

LOOSEN 4 BOLTS AND

ROTATE PUMP HANDLE

90° TO WATER HYDRANT

3/4" DA. TAPPED AND

PLUGGED ACCESS PORT

6"

18"

NOTE: THE CONTRACTOR SHALL MAKE THE

MODIFICATIONS AS SHOWN TO THE PUMP

STAND.

NO SCALE

NO SCALE

NO SCALE

NO SCALE

S L O

P E

INSTALL NEW

CONCRETE PAD

3/4" DA. TAPPED AND PLUGGED ACCESS

PORT (INSTALL 12" ABOVE CONCRETE PAD)

A

A

A

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R04)

INTERMOUNTAIN REGION

DAYCARE

WATERLINE

REPLACEMENT

PAYETTE NATIONAL

FOREST

SUPERVISOR'S OFFICE

HAND PUMP AND

CONCRETE PAD DETAILS

02/24/2021

S. THOMPSON

P. MCCLOSKEY

S. THOMPSON

C-03 4 5

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4" PVC LINER

IF HANDPUMP IS NOT IMMEDIATELY INSTALLED, INSTALL

A TEMPORARY WELL CAP BY WELDING STEEL PLATE TO

TOP OF CASING, CREATING A WATERTIGHT SEAL

WATER

BEARING

STRATA

PUMP CYLINDER INSTALLATION NOTES:

1. DEPTH OF PUMP CYLINDER TO BE BETWEEN 60-80FT TO PRODUCE 5 GPM OF WATER

WITHOUT SIGNIFICANT DRAWDOWN. IF 5 GPM CANNOT BE OBTAINED, A MINIMUM OF 1

GPM IS ACCEPTABLE.

DEPTH DETERMINED

BY DRILLER

END OF SOLID STEEL CASING

58' AS DETERMINED BY DEQ

1'-6"

NEW CONCRETE PAD (SEE SHEET C2)

PUMP CYLINDER INSTALLATION DETAIL

NO SCALE

PUMP CYLINDER, TO BE INSTALLED 60-80' BELOW NATIVE GROUND. DEPTH WITHIN

THE RANGE TO BE DETERMINED BY ABILITY OF WELL TO PRODUCE 5 GAL/MIN

WITHOUT DRAWDOWN (OPTION ITEM)

STAINLESS STEEL SINKER BAR BETWEEN PUMP ROD AND CYLINDER (OPTION

ITEM)

1/16" WEEP HOLE IN SUCTION PIPE, 8 FEET BELOW TOP OF PAD

NEW 1-1/4 " SCHEDULE 80 PVC SUCTION PIPE

(OPTION ITEM)

NEW 5/8" STAINLESS STEEL PUMP ROD

(OPTION ITEM)

3/4" DA. TAPPED AND PLUGGED ACCESS

PORT (INSTALL 12" ABOVE CONCRETE PAD)

6"

COMPACTED CRUSHED

AGGREGATE ROAD BASE

6"

EXISTING GROUND

2'-6"

7'-0"

GROUT

ELECTRICAL RECEPTACLE (OPTION ITEM)

SUBMERSIBLE PUMP (OPTION ITEM)

4" SCHEDULE 40 20-SLOT PVC WELL SCREEN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/2

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(R04)

INTERMOUNTAIN REGION

DAYCARE

WATERLINE

REPLACEMENT

PAYETTE NATIONAL

FOREST

SUPERVISOR'S OFFICE

WELL DETAILS

2/24/2021

S. THOMPSON

P. MCCLOSKEY

S.THOMPSON

C-04 5 5

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Sheets and Views
1 Coversheet
2 Existing Well Decommissioning
OLE1
3 New Well Site Map
OLE1
4 Hand Pump and Concrete Pad Details
OLE1
5 Well Detail
OLE1
2021-02-25T15:35:03-0700
SARAH LAU

File details come from the government source that posted it. Updated .