ATTACHMENT 3 - Drawings 12467020R0006.pdf

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Buck Hall Well Construction
Solicitation number
12467020R0006
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Other files

File Type Posted
ATTACHMENT 1 - Schedule of Items 12467020R0006.xlsx XLSX spreadsheet
12467020R0006 SF1442.pdf PDF
ATTACHMENT 2 - Statement of Work 12467020R0006.docx DOCX document
ATTACHMENT 4 - Buck Hall SCDHEC Permit 2289-WS.pdf PDF
12467020R0006 Body.doc DOC document
ATTACHMENT 5 - DOL Wage Determination SC20190041.pdf PDF
ATTACHMENT 6 - Relevant Experience Questionaire.doc DOC document

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T.Y. LIN INTERNATIONAL LINDBERGH

4400 LEEDS AVE, SUITE 250

CHARLESTON, SC 29405

(843) 553-6670

J. FOREST MCKENZIE, II, PE, PLS

CIVIL ENGINEER

PROJECT CONTACTS

A/E

DRAWING INDEX

BUCK HALL RECREATION AREA - WELL REPLACEMENT

900 BUCK HALL LANDING ROAD, McCLELLANVILLE, SC

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE - SOUTHER REGION R-8

OWNER

USDA FOREST SERVICE

4931 BROAD RIVER ROAD

COLUMBIA, SC 29210

PHONE: (803) 561-4042

MIKE ALCORN, PG

SUPERVISORY CIVIL ENGINEER

SITE

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C-101 WELL SITE PLAN

C-501 WELL DETAILS

LOCATION MAP LAT: 33.038388 LONG: -79.562695

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Domestic Water Well System design to produce quality domestic, potable water for the Buck Hall Campground, The USDA Forest

Service, Francis Marion & Sumter National Forest (FMSNF). The new system will replace the current breached well and include installation of new electric conduit and water lines.

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AGRICULTURE

AutoCAD SHX Text THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SCALE.

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AutoCAD SHX Text No.C00859

U.S. DEPARTMENT

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FOREST SERVICE

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EXISTING POWER LINE

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HOST

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(OVERHEAD)

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TO DRAINFIELD

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EXISTING SEPTIC

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TANK

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HOUSE

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2" PVC

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(TYP)

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EXISTING METER

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APPROX. 411.55' TO INTRACOASTAL WATERWAY

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GRAPHICAL SCALE:

AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS SPECIFICALLY INDICATED OTHERWISE. 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF THE PROJECT. 3. CONTRACTOR SHALL CONTACT PALMETTO UTILITY LOCATION SERVICE AT 1-888-721-7877 PRIOR TO ANY WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND PROTECTING ALL UTILITIES. CONTACT THE ENGINEER IN THE EVENT THAT UTILITIES CONFLICT WITH NEW FACILITIES. 4. ALL EXPOSED WATER PIPES SHALL BE SHEATHED IN AN APPROVED UV & WATER RESISTANT TYPE OF PIPE INSULATION.

AutoCAD SHX Text WELL EQUIPMENT LIST: : 1. WELL PUMP: GOULD'S MODEL 45GSCBM SUBMERSIBLE PUMP WELL PUMP: GOULD'S MODEL 45GSCBM SUBMERSIBLE PUMP 2. WELL ENCLOSURE: PIEDMONT WELL COVERS, INC.-SMALL STANDARD ENCLOSURE WELL ENCLOSURE: PIEDMONT WELL COVERS, INC.-SMALL STANDARD ENCLOSURE (FIBERGLASS) PRODUCT# 1300-DIMENSIONS: 18"L x 18"W x 22"H 3. PRESSURE TANKS (EXISTING) - FIVE (5): WELLXTROL MODEL WX-350, MAX PRESSURE TANKS (EXISTING) - FIVE (5): WELLXTROL MODEL WX-350, MAX WORKING PRESSURE 150 PSI, MAX RELIEF PRESSURE 125 PSI.

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NEW 1-1/2" SCHEDULE 80 PVC WATER LINE

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34" PVC UNDERGROUND CONDUIT

AutoCAD SHX Text THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SCALE.

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INTERNATIONAL

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ELECTRIC LINE

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%%ULEGEND

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WATER LINE W/ VALVE

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%%UNEW

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WELL

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LAT: 33.038388 LONG: -79.562695

FLOOD ZONE STATEMENT: : FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY NUMBER 455413, PANEL NUMBER 0190, SUFFIX "J", DATED NOVEMBER 17, 2004, INDICATES THAT THIS PROPERTY HAS A BASE ELEVATION OF 17 FEET AND IS IN ZONE VE.

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7" HOLE

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4" CASING TO COOPER MARL

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100'-200' OR TO

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WATER BEARING STRATA

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1-1/2" DISCHARGE PIPE

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SANITARY SEAL

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SCREENED AIR INTAKE

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DISCHARGE PIPE

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NOTE: BENTONITE GROUT FULL LENGTH OF WELL CASING.

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SUBMERSIBLE PUMP

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WELL HEAD

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ELECTRICAL WIRE #12 SUBMERSIBLE

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(TYPE IV OPEN HOLE LIMESTONE WELL)

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EXISTING WELL HEAD

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ABANDON EXISTING WELL

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WELL SCHEMATIC LAYOUT

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U.S. DEPARTMENT

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FOREST SERVICE

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VALVE

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INTERNATIONAL

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T.Y. LIN

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1. CASING LENGTHS SHALL BE JOINED IN ALIGNMENT AND MADE WATER TIGHT BY AN CASING LENGTHS SHALL BE JOINED IN ALIGNMENT AND MADE WATER TIGHT BY AN APPROPRIATE METHOD FOR THE MATERIAL USED SUCH THAT THE RESULTING JOINT SHALL HAVE THE SAME STRUCTURAL INTEGRITY AS THE CASING. THREADED AND COUPLED JOINTS SHALL BE API OR EQUIVALENT AND SHALL BE FIRMLY AND SECURELY SEATED. PVC SOLVENT CEMENT AND BELL END OR COUPLED JOINTS SHALL MEET ASTM STANDARD SPECIFICATIONS. 2. THE WELL SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION. THE THE WELL SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION. THE CASING SHALL BE SEALED WITH A SUITABLE FLANGED, THREADED, OR WELDED CAP OR COMPRESSION SEAL UPON COMPLETION. THE OUTSIDE CASING SHALL BE SEALED TO, AND CENTERED IN, A REINFORCED CONCRETE PAD HAVING A MINIMUM STRENGTH OF TWO THOUSAND (2000) POUNDS PER SQUARE INCH, A MINIMUM RADIUS OF THREE (3) FEET AND A MINIMUM THICKNESS OF FOUR (4) INCHES. 3. WELL I.D. PLATE SHALL CONTAIN THE DRILLING CONTRACTOR AND REGISTRATION WELL I.D. PLATE SHALL CONTAIN THE DRILLING CONTRACTOR AND REGISTRATION NUMBER, DATE OF WELL COMPLETION, TOTAL DEPTH OF WELL (FT.), CASING DEPTH (FT.) AND INSIDE DIAMETER (IN.), SCREEN INTERVALS, FILTER PACK INTERVAL, YIELD (GPM), OR SPECIFIC CAPACITY (GMP/FT), STATIC WATER LEVEL AND DATE MEASURED, LATITUDE & LONGITUDE (NEAREST SEC.) 4. SCDHEC SHALL BE NOTIFIED A MINIMUM OF THREE (3) DAYS PRIOR TO GROUTING. SCDHEC SHALL BE NOTIFIED A MINIMUM OF THREE (3) DAYS PRIOR TO GROUTING. REFER TO SC R.61-58.2(B)(7). CONTACT STEPHANIE WHITE OF SCDHEC AT (843)953-0163.

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Sheets and Views
G001 TITLE SHEET
PSP-1117
PSP-2234
PSP-3444
C101 WELL SITE PLAN
PSP-1117
PSP-2234
PSP-3444
C501 WELL DETAILS
PSP-1117
PSP-2234
PSP-3444

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