Attachment_2_-_P1424R0022_Plans.pdf

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YELLOWSTONE

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HEART

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LAKE

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LEWIS

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SHOSHONE

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DELUSION

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LAKE

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CONTINENTAL

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DIVIDE

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CONTINENTAL DIVIDE

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PARK

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TETON

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COUNTY

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COUNTY

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GRANT

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VILLAGE

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WEST

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THUMB

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OLD

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FAITHFUL

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BRIDGE

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BAY

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LAKE

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FISHING

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BRIDGE

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PARK COUNTY

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TETON COUNTY

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WEST

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YELLOWSTONE

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MADISON

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NORRIS

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CANYON

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GARDINER

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EAST

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ENTRANCE

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NORTH EAST

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ENTRANCE

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SOUTH

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ENTRANCE

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WEST

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ENTRANCE

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IDAHO

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WYOMING

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WYOMING

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MONTANA

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LODGE

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PELICAN

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CONE

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LAMAR

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RIVER

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TOWER-

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ROOSEVELT

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NORTH

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ENTRANCE

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RIVER

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GALLATIN

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MONTANA

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WYOMING

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MAMMOTH

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HOT SPRINGS

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COOKE

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CITY

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MONTANA

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IDAHO

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LAKE

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SNAKE

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RIVER

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BECHLER

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RIVER

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MT. HOLMES

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MT. SHERIDAN

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GALLATIN

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NATIONAL

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FOREST

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TARGHEE

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NATIONAL

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FOREST

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TETON

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NATIONAL

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FOREST

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SHOSHONE

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NATIONAL

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FOREST

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GALLATIN NATIONAL FOREST

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BECHLER

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TOWER

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FALL

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SLOUGH

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CREEK

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PEBBLE

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CREEK

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WAPITI LAKE

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WHITE

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LAKE

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HEBGEN

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LAKE

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TO

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ASHTON

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TO

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BOZEMAN

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INDIAN

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CREEK

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GREBE

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LAKE

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CASCADE

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LAKE

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ICE

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LAKE

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MARY

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LAKE

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TO GRAND TETON NATIONAL PARK

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TO CODY,

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WYOMING

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TO

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RED LODGE,

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MONTANA

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YELLOWSTONE

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RIVER

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GRIZZLY

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LAKE

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SILVER

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GATE

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GALLATIN CO.

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FREMONT CO.

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SUPERINTENDENT'S

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OFFICE

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POWELL

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CODY

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ST. ANTHONY

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REXBURG

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RIGBY

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IDAHO

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WYOMING

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MONTANA

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WYOMING

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LANDER

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JACKSON

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MONTANA

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IDAHO

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J.D. ROCKEFELLER JR.

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MEMORIAL PARKWAY

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GRAND TETON

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NATIONAL PARK

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YELLOWSTONE

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NATIONAL

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PARK

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SCALE OF MILES

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INFORMATION CENTER

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RANGER STATION

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VISITOR CENTER

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FIRE LOOKOUT

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CAMPGROUND

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LEGEND

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PARK BOUNDARY

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TRAIL

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COUNTY LINE

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CREEK

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PAVED ROAD

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STATE LINE

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SCALE OF KILOMETERS

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SCALE OF MILES

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WORLD HERITAGE SITE

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YELLOWSTONE NATIONAL PARK

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UNESCO

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COVER

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PROJECT NOTES WELL LOGS

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MONITORING WELL DETAILS

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TOWER JUNCTION SITE PLAN

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SHEET

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SHEET INDEX

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TITLE OF SHEET

AutoCAD SHX Text 12/1/23 14:44 CAWALKER R23 C:\USERS\CAWALKER\DOCUMENTS\DOCUMENTS\CLIFF\YELL\MONITORING WELLS\CAD\YELLCOV.DWG XREFS: S:\PROTO\GEN\COVER\YELL\YELLBASE.DWG;

AutoCAD SHX Text BASIC DATA: 101/80,015 7/84; PARK MINI FOLDER 1978; REVISED & REDRAWN 1/95. UPDATED 11/98. SGS.

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STATE

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NATIONAL PARK SERVICE

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INTERMOUNTAIN REGION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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MONITORING WELLS

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VARIOUS

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PARK

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WYOMING

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YELLOWSTONE NATIONAL PARK

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INTERMOUNTAIN

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NORTHWESTERN

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WYOMING

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THIS PROJECT

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THIS PROJECT

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THIS PROJECT

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TOWER FALL SITE PLAN

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SOUTH ENTRANCE SITE PLAN

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THIS PROJECT

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LAMAR BUFFALO RANCH SITE PLAN

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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SHEET

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OF

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PROJECT NOTES

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WELL LOGS

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C. WALKER

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C. WALKER

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M. OHLEN

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YELLOWSTONE NATIONAL PARK

PROJECT NOTES SUMMARY OF WORK: 1. THIS PROJECT CONSISTS OF INSTALLATION OF MONITORING WELLS AROUND EXISTING WASTEWATER DRAIN FIELDS. THIS PROJECT CONSISTS OF INSTALLATION OF MONITORING WELLS AROUND EXISTING WASTEWATER DRAIN FIELDS. 2. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION. TEMPORARY UTILITIES: 3. WATER: THE NPS WILL SUPPLY ALL CONSTRUCTION WATER FROM FIRE HYDRANTS OR YARD HYDRANTS. CONTRACTOR TO INSTALL TEMPORARY CONNECTIONS, WATER: THE NPS WILL SUPPLY ALL CONSTRUCTION WATER FROM FIRE HYDRANTS OR YARD HYDRANTS. CONTRACTOR TO INSTALL TEMPORARY CONNECTIONS, BACK FLOW PREVENTION DEVICES (OR AIR GAP), AND HOSES AS NECESSARY. WELL DRILLING: 4. WELL DRILLING LOCATION MAY BE ADJUSTED BY PARK STAFF DURING BIDDING SITE VISIT. WELL DRILLING LOCATION MAY BE ADJUSTED BY PARK STAFF DURING BIDDING SITE VISIT. 5. WELL DRILLING MAY BE BY AIR, ROTARY, AUGER, OR OTHER METHODS USING DRILLING FLUIDS OR CASING ADVANCE METHODS. WELL DRILLING MAY BE BY AIR, ROTARY, AUGER, OR OTHER METHODS USING DRILLING FLUIDS OR CASING ADVANCE METHODS. 6. BOREHOLE SHALL BE LOGGED BY A CONTRACTOR HIRED PROFESSIONAL GEOLOGIST. BOREHOLE SHALL BE LOGGED BY A CONTRACTOR HIRED PROFESSIONAL GEOLOGIST. 7. EXACT DEPTH OF BOREHOLE, LOCATION OF SCREEN WILL BE DETERMINED DURING DRILLING OF BOREHOLE. WELL DRILLING CONTRACTOR, GEOLOGIST, AND NPS EXACT DEPTH OF BOREHOLE, LOCATION OF SCREEN WILL BE DETERMINED DURING DRILLING OF BOREHOLE. WELL DRILLING CONTRACTOR, GEOLOGIST, AND NPS REPRESENTATIVE WILL DISCUSS FINAL BOREHOLE DEPTHS BEFORE COMPLETING WELL. PROTECTION OF NATURAL RESOURCES AND REQUIRED IMPACT MITIGATION: GEOLOGY RESOURCE IMPACT MITIGATION MEASURES: 8. TEMPERATURE MEASUREMENTS SHALL BE TAKEN IN EACH BOREHOLE, DURING DRILLING, AT TEN-FOOT INCREMENTS. IF ANY INCREASE IN TEMPERATURE IS TEMPERATURE MEASUREMENTS SHALL BE TAKEN IN EACH BOREHOLE, DURING DRILLING, AT TEN-FOOT INCREMENTS. IF ANY INCREASE IN TEMPERATURE IS NOTED DURING DRILLING, THE FREQUENCY OF TEMPERATURE MEASUREMENTS SHOULD INCREASE TO ONE MEASUREMENT EVERY FIVE FEET. 9. IF ANY OF THE FOLLOWING CONDITIONS ARE ENCOUNTERED, DRILLING AT THAT LOCATION SHALL BE STOPPED AND THE CONTRACTING OFFICER NOTIFIED SO IF ANY OF THE FOLLOWING CONDITIONS ARE ENCOUNTERED, DRILLING AT THAT LOCATION SHALL BE STOPPED AND THE CONTRACTING OFFICER NOTIFIED SO THAT THE PARK GEOLOGIST CAN BE CONSULTED: 9.1. THE GROUNDWATER LEVEL IN THE WELL RISES TO WITHIN 5 FEET OR LESS OF THE GROUND SURFACE, THE GROUNDWATER LEVEL IN THE WELL RISES TO WITHIN 5 FEET OR LESS OF THE GROUND SURFACE, 9.2. GROUNDWATER TEMPERATURE IS GREATER THAN 16 DEGREES CELSIUS (60 DEGREES F) AT TEN FEET OR MORE BELOW GROUND SURFACE, GROUNDWATER TEMPERATURE IS GREATER THAN 16 DEGREES CELSIUS (60 DEGREES F) AT TEN FEET OR MORE BELOW GROUND SURFACE, 9.3. GEOTHERMAL GASES (CARBON DIOXIDE, SULFUR DIOXIDE, OR HYDROGEN SULFIDE) ARE PRESENT ABOVE OSHA OR NIOSH STANDARDS). GEOTHERMAL GASES (CARBON DIOXIDE, SULFUR DIOXIDE, OR HYDROGEN SULFIDE) ARE PRESENT ABOVE OSHA OR NIOSH STANDARDS). STORM WATER POLLUTION PREVENTION PLAN: 10. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN AND A PLAN FOR CONTAINING DRILLING FLUIDS, AND OR FLUIDS THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN AND A PLAN FOR CONTAINING DRILLING FLUIDS, AND OR FLUIDS PRODUCED FROM WELL DURING DRILLING AND DEVELOPMENT, FROM ENTERING INTO NEARBY STREAMS OR LAKES. CONTROL OF INVASIVE PLANT SPECIES: 11. TO PREVENT THE SPREAD OF INVASIVE PLANT SPECIES TO PARK GROUNDS, ALL EQUIPMENT, MATERIALS, AND DELIVERY VEHICLES SHALL BE CLEAN AND SEED TO PREVENT THE SPREAD OF INVASIVE PLANT SPECIES TO PARK GROUNDS, ALL EQUIPMENT, MATERIALS, AND DELIVERY VEHICLES SHALL BE CLEAN AND SEED FREE BEFORE ENTERING THE PARK. SCHEDULE EQUIPMENT INSPECTION TIMES WITH PARK STAFF. COORDINATE A MINIMUM OF 2 BUSINESS DAYS IN ADVANCE. INSPECTIONS ARE REQUIRED PRIOR TO EQUIPMENT ENTERING THE PARK AND ARE GENERALLY AVAILABLE AT PARK ENTRANCES, BY APPOINTMENT, MONDAY THROUGH THURSDAY REJECTED EQUIPMENT AND MATERIAL SHALL BE CLEANED OFFSITE BEFORE RETURNING TO THE JOB SITE. LIMITS OF CONSTRUCTION: 12. THE CONSTRUCTION AREA SHALL BE LIMITED TO THE AREA DESIGNATED ON THE SITE PLAN, OR BY PARK STAFF. ALL EQUIPMENT AND MATERIAL SHALL REMAIN THE CONSTRUCTION AREA SHALL BE LIMITED TO THE AREA DESIGNATED ON THE SITE PLAN, OR BY PARK STAFF. ALL EQUIPMENT AND MATERIAL SHALL REMAIN INSIDE THE CONSTRUCTION AREA, PAVED AREAS, OR OTHER AREA APPROVED BY NPS STAFF. WELL DRILLING FLUIDS: 13. ALL DRILLING FLUIDS SHALL BE NSF 60 CERTIFIED. ALL DRILLING FLUIDS SHALL BE NSF 60 CERTIFIED. 14. ABOVE GROUND MUD TANKS, PUMPS, HOSES, AND TEMPORARY PIPING SHALL BE USED TO ELIMINATE THE NEED FOR MUD PITS, SEDIMENTATION PONDS, AND ABOVE GROUND MUD TANKS, PUMPS, HOSES, AND TEMPORARY PIPING SHALL BE USED TO ELIMINATE THE NEED FOR MUD PITS, SEDIMENTATION PONDS, AND OTHER LARGE EXCAVATION USED FOR WELL DRILLING. SMALL SUMPS, UP TO 1 CUBIC YARD EACH MAY EXCAVATED. 15. ALL DRILL CUTTINGS AND DRILLING FLUIDS SHALL BE CAPTURED AND DISPOSED OUTSIDE OF THE PARK. ALL DRILL CUTTINGS AND DRILLING FLUIDS SHALL BE CAPTURED AND DISPOSED OUTSIDE OF THE PARK. 16. CLEAR GROUNDWATER MAY BE DISCHARGED ON SITE. TURBID WATER SHALL BE TREATED BY A SEDIMENTATION TANK AND OR FILTRATION SYSTEM. NO WATER CLEAR GROUNDWATER MAY BE DISCHARGED ON SITE. TURBID WATER SHALL BE TREATED BY A SEDIMENTATION TANK AND OR FILTRATION SYSTEM. NO WATER DISCHARGED ON SITE SHALL BE ALLOWED TO ENTER SURFACE WATER OR WETLANDS. LEAK CONTAINMENT: 17. INSTALL SEAMLESS PLASTIC SHEETING AND CONTAINMENT BERMS UNDER ALL STATIONARY AND PARKED EQUIPMENT, FUEL, AND FLUID TANKS. HAVE MOP UP INSTALL SEAMLESS PLASTIC SHEETING AND CONTAINMENT BERMS UNDER ALL STATIONARY AND PARKED EQUIPMENT, FUEL, AND FLUID TANKS. HAVE MOP UP PUMPS, MOP UP KITS, AND DISPOSAL TANKS AVAILABLE AT THE JOB SITE READY FOR IMMEDIATE SPILL RESPONSE. PARK STAFF WILL INSPECT AND APPROVE CONTAINMENT AND SPILL RESPONSE EQUIPMENT BEFORE PROCEEDING WITH CONSTRUCTION. SITE RESTORATION: 18. PRIOR TO CONSTRUCTION, STRIP 4" OF TOP SOIL, GRASS, AND BUSHES FROM AREAS TO BE EXCAVATED. MINIMIZE DISTURBANCE WHEN ACCESSING SITE BY PRIOR TO CONSTRUCTION, STRIP 4" OF TOP SOIL, GRASS, AND BUSHES FROM AREAS TO BE EXCAVATED. MINIMIZE DISTURBANCE WHEN ACCESSING SITE BY DRIVING ALONG APPROVED ROUTES AND PARKING IN AREAS DESIGNATED BY PARK STAFF. PROTECT SENSITIVE AREAS BY PLACING PLYWOOD AS DESIGNATED BY PARK STAFF. 19. AFTER WELL COMPLETION, CLEAN UP SITE AND STAGING AREA REMOVING ALL EQUIPMENT, CONSTRUCTION REFUSE, DRILLING SPOILS AND ANY IMPORTED AFTER WELL COMPLETION, CLEAN UP SITE AND STAGING AREA REMOVING ALL EQUIPMENT, CONSTRUCTION REFUSE, DRILLING SPOILS AND ANY IMPORTED AGGREGATE. 20. ALL DISTURBED GROUND, RUTS, ACCESS TRACKS SHALL BE RESTORED BY GRADING AND SCARIFYING TO ORIGINAL CONTOURS BY MECHANICAL OR HAND ALL DISTURBED GROUND, RUTS, ACCESS TRACKS SHALL BE RESTORED BY GRADING AND SCARIFYING TO ORIGINAL CONTOURS BY MECHANICAL OR HAND METHODS. SPREAD STOCKPILED TOP SOIL AND PLANT MATERIAL OVER RESTORED AREA.. DRILL LOGS: 21. CONTRACTOR TO SUBMIT DRILL LOGS AFTER CONSTRUCTION. (DRILL LOGS ADDED TO AS CONSTRUCTED PLAN SET AFTER CONSTRUCTION BY NPS): CONTRACTOR TO SUBMIT DRILL LOGS AFTER CONSTRUCTION. (DRILL LOGS ADDED TO AS CONSTRUCTED PLAN SET AFTER CONSTRUCTION BY NPS):

TEMPORARY OR PERMANENT SURFACE CASING

AutoCAD SHX Text NEAT GROUT CEMENT SEAL PER ASTM C150 PLACED WITH TREMIE PIPE OR HYDRATED BENTONITE CHIPS

AutoCAD SHX Text 20/40 STANDARD SIEVE SILICA SAND FILTER PACK PLACED WITH TREMIE PIPE OR FLOAT METHOD

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2" DIAMETER SCH 40 SLOTTED PVC WELL SCREEN WITH NO. 10 (0.010 INCH) SCREEN SIZE

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2" DIA. SCH 40 PVC WELL CASING PER ASTM F480

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MINIMUM 6.5" DIAMETER BOREHOLE

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PROPOSED WELL CONSTRUCTION

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NO SCALE

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FILTER PACK 5 FEET ABOVE SCREEN TO BOTTOM OF WELL

AutoCAD SHX Text GROUT SURFACE SEAL TO 20 FEET BELOW SURFACE OR TO GROUND WATER SURFACE IF STATIC WATER LEVEL IS LESS THAN 20 FEET BELOW GROUND.

AutoCAD SHX Text 4 FEET OF 4" SCH 40 GALVANIZED STEEL PIPE TO SECURE MONITORING WELL AND PROTECT CASING

AutoCAD SHX Text 2' X 2' X 8" CONCRETE PAD REINFORCED WITH WELDED WIRE MESH BROOM FINISH SURFACE SCRIBE WELL INFORMATION IN CONCRETE

AutoCAD SHX Text SECURE WELL COVER WITH PADLOCK HASP INSTALL ENGRAVED METAL LABEL UNDER LID WITH: WELL ID NUMBER WELL DEPTH WELL COMPLETION DATE

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MONITORING WELL COVER

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SCALE

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10 FEET OF SCREEN

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STATIC WATER LEVEL DEPTH VARIES

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BOTTOM OF WELL 20 FEET BELOW STATIC WATER LEVEL

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SCREEN CAP

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GRAVEL OR DRILL CUTTINGS

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2" WELL CASING

AutoCAD SHX Text NOTE: CONTRACTOR TO BID UP TO 50 FOOT DEEP MONITORING WELLS AT EACH LOCATION. IF NECESSARY, CONTRACT WILL BE MODIFIED IF TOTAL WELL DEPTHS EXCEED 400 LINEAR FEET.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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MONITORING WELL

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DETAILS

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C. WALKER

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C. WALKER

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M. OHLEN

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YELLOWSTONE NATIONAL PARK