ATTACH_11_-_ENGINEERING_DESIGN_FAIR_OAKS_8-25.pdf

24 MB Posted

Attached to
Fair Oaks AML Reclamation MC-023-001
Solicitation number
140S0325B0005
Issued by

About this file

Written by GovTribe AI ·

These engineering design documents are for the Fair Oaks Abandoned Mine Land (AML) Reclamation Project in Wagoner County, Oklahoma, prepared for the Office of Surface Mining Reclamation and Enforcement (OSMRE). The project involves comprehensive site reclamation, including earthwork, drainage management, and environmental stabilization across approximately 45.33 acres, with significant earthmoving operations.

Key technical details include a cut volume of 218,391.58 cubic yards and a fill volume of 175,086.23 cubic yards, with an average cut depth of 5.98 feet and an average fill depth of 4.78 feet. The design incorporates multiple infrastructure elements such as fencing (both five-barbed wire and woven wire specifications), drainage structures including 4-30" RCP (reinforced concrete pipe), a 10'x5' RCB (reinforced concrete box), and 18" RCP, along with erosion control measures like rock check dams, straw wattles, and stabilized construction entrance areas. The project is located near 31st Street and 225th East Avenue, with GPS coordinates indicating the site's specific location.

View the file

Other files

File Type Posted
Sol_140S0325B0005_Amd_0001.pdf PDF
140S0325B0005_Q_A_FAIROAKS_0001.pdf PDF
Fair_Oaks_Const_Transfer_1_-_Standard_0001.zip ZIP file
ATTACH_6_-_PaymentBond_SF25A-23a.pdf PDF
ATTACH_9_-_QualStmt.pdf PDF
ATTACH_10_-_Performance_Bond_SF25-23a.pdf PDF
ATTACH_3_-_BID_SCHEDULE_FAIR_OAKS.pdf PDF
140S0325B0005_IFB_FAIROAKS_CONST.pdf PDF
Sol_140S0325B0005.pdf PDF
ATTACH_5_-_AML_Contractor_Information_Form.pdf PDF
ATTACH_7_-_AffidavitOfIndivSurety_SF28-23a.pdf PDF
ATTACH_4_-_Construction_Schedule.docx DOCX document
ATTACH_8_-_BidBond_SF24-23a.pdf PDF
ATTACH_2_-_WAGE_DETERMINATION_OK202500240_07312025.pdf PDF
ATTACH_1_-_PLANS_AND_SPECS_FAIR_OAKS_(508)_08142025.pdf PDF
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664.3

662.69

657.56

DEBRIS

N:413962.63 E:2641047.93

N:415234.86 E:2639867.76

N:415200.00 E:2641777.73

N:415058.00 E:2639494.67

N:415121.82 E:2640287.81

N:413672.64 E:2640423.89

PREPARED FOR:

OFFICE OF SURFACE MINING

RECLAMATION AND ENFORCEMENT (OSMRE)

US DEPARTMENT OF INTERIOR

TULSA FIELD OFFICE

1 WEST 3RD STREET, SUITE 1600

TULSA, OK 74103-3521

SHEET INDEX:

C1 TITLE SHEET

C1.1 EXISTING SITE

C1.2 SURVEY DATA

C2 PROPOSED SITE

C3 DRAINAGE PLAN

C4 SWPPP

C5 CROSS-SECTION PLAN

X1-X8 CROSS-SECTIONS

D1-1.1 ADDITIONAL DETAILS

D2 FENCE DETAIL (5-BARB)

D3 FENCE DETAIL (WWF)

PART OF THE NE/4 SECTION 20 AND THE

NW/4 SECTION 21, TOWNSHIP 19 NORTH,

RANGE 15 EAST, WAGONER COUNTY

PROJECT VICINITY MAP

SITE

LOCATION

WAGONER COUNTY

FAIR OAKS AML

RECLAMATION PROJECT

SECTION 20

SECTION 21

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AML PROBLEM AREA OK-168

36.11799,-95.72368

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EXIT RAMP

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31ST STREET

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31ST STREET

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4-30" RCP

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10'X5' RCB

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18" RCP

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225TH E AVE

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PROJECT

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BOUNDARY

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OTA FENCE ALONG TURNPIKE DO NOT DISTURB

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CREEK TURNPIKE

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OTTAWA

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DELAWARE

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ADAIR

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CHEROKEE

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SEQUOYAH

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ROGERS

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WASHINGTON

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NOWATA

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OSAGE

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WAGONER

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MCINTOSH

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OKMULGEE

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CREEK

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SEMINOLE

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HUGHES

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OKFUSKEE

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PITTSBURG

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TULSA

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MAYES

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HASKELL

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MUSKOGEE

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CRAIG

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KAY

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NOBLE

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GARFIELD

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PAYNE

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POTTAWATOMIE

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CANADIAN

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KINGFISHER

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CLEVELAND

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LOGAN

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WOODWARD

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GREER

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WASHITA

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CUSTER

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BLAINE

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CADDO

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LINCOLN

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BECKHAM

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LE FLORE

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CARTER

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JEFFERSON

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COMANCHE

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JACKSON

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TILLMAN

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COTTON

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MARSHALL

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JOHNSTON

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PONTOTOC

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HARMON

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MCCLAIN

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GRADY

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LATIMER

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HYDROLOGY

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ENGINEERING

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CONSTRUCTION

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PHONE: (918) 520-2159 CA# 4369

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SITE DESIGN

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R. ROGERS

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VALERIE

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10'X5' RCB

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18" RCP

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225TH E AVE

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BOUNDARY

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PHONE: (918) 520-2159 CA# 4369

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SITE DESIGN

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Date:

664.3

662.69

657.56

DEBRIS

N:413962.63 E:2641047.93

N:415234.86 E:2639867.76

N:415200.00 E:2641777.73

N:415058.00 E:2639494.67

N:415121.82 E:2640287.81

N:413672.64 E:2640423.89

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18" RCP

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225TH E AVE

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PROJECT

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BOUNDARY

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OTA FENCE ALONG TURNPIKE DO NOT DISTURB

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CREEK TURNPIKE

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HYDROLOGY

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ENGINEERING

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CONSTRUCTION

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PHONE: (918) 520-2159 CA# 4369

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SITE DESIGN

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662.69

657.56

DEBRIS

Total inclusion area: 1,974,657.8 S.F., 45.33 Acres Cut to Fill ratio: 1.25 Average Cut Depth: 5.98 Average Fill Depth: 4.78 Max Cut Depth: 34.85 Max Fill Depth: 24.05 Cut (C.Y.) / Area (acres): 4817.61 Fill (C.Y.) / Area (acres): 3862.32 Cut volume: 5,896,572.7 C.F., 218,391.58 C.Y.

Fill volume: 4,727,328.2 C.F., 175,086.23 C.Y.

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QUANTITIES WERE DETERMINED BY

COMPARING DIGITAL MODELS OF BEFORE

RECLAMATION CONTOURS AND AFTER

RECLAMATION CONTOURS. CROSS

SECTIONS INCLUDED IN THE PLANS WERE

NOT USED TO DETERMINE EARTHWORK

QUANTITIES.

Feet 0 200 400

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31ST STREET

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31ST STREET

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10'X5' RCB

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18" RCP

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225TH E AVE

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280 SY 18" RIP RAP

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2 FT DEEP AT 4:1 SLOPE

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PROTECT POWERPOLE

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10:1 SLOPE

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BOUNDARY

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OTA FENCE ALONG TURNPIKE DO NOT DISTURB

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REMOVE AND REPLACE

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850 LF OF FENCE

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WOVEN WIRE SPECIFICATIONS

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CREEK TURNPIKE

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SHEET D3

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2235 LF OF FENCE

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FIVE BARBED SPECIFICATIONS

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FL(IN)=653.8 FL(OUT)=652.9

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W/RODENT SCREENS

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85 LF OF 8" HDPE

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110 SY 10-12" RIPRAP

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18" DEEP

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INSTALL 2-10' DOUBLE GATE

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FIVE BARBED SPECIFICATIONS

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PHONE: (918) 520-2159 CA# 4369

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PHONE: (918) 520-2159 CA# 4369

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EXIT RAMP

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31ST STREET

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31ST STREET

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4-30" RCP

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10'X5' RCB

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18" RCP

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225TH E AVE

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PROJECT

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BOUNDARY

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OTA FENCE ALONG TURNPIKE DO NOT DISTURB

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CREEK TURNPIKE

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PHONE: (918) 520-2159 CA# 4369

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SITE DESIGN

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STABILIZED CONSTRUCTION

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EXIT/STAGING AREA

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BY SEEDING AND

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TO BE STABILIZED

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FERTILIZATION PER

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SPECIFICATIONS

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DISTURBED AREA

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ROCK CHECK DAMS

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ROCK CHECK DAMS

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STRAW WATTLES

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STRAW WATTLES

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ROCK CHECK DAMS

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ROCK CHECK DAMS

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ABOVE POINT 'Y'

POINT 'X' SHALL BE

.X

.Y

'B' ARE OF EQUAL ELEVATION (MAX. 200').

'L' = THE DISTANCE SUCH THAT POINTS 'A' AND

SPACING BETWEEN CHECK DAMS

SECTION A - A

VIEW LOOKING UPSTREAM

POINT 'A' POINT 'B'

A

A

1/2 D

1.5 D = 3'

'L'

1/2 D =1' D=2'

FLOW

ROCK CHECK DAM DETAIL

WELL GRADED STONE- SHEET FLOW

3" TO 6" STONE

CHANNELS UP TO 4% FLOWLINE SLOPE-

4" TO 6" STONE

FOR 5% TO 7% FLOWLINE SLOPE-

8" TO 10" STONE

FOR 8% TO 9% FLOWLINE SLOPE-

10" TO 12" STONE

NOTES:

1. MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF

VIOLATION.

2. STRAW WATTLES SHALL BE PLACED ON SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

3. INSPECT AND REPAIR WATTLES AFTER EACH STORM EVENT

AND REMOVE SEDIMENT WHEN NECESSARY. 4" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA

THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND

CAN BE PERMANENTLY STABILIZED.

TRENCH DETAIL

STRAW WATTLE DETAIL

WOOD POST 3

4" X 34" MINIMUM

AND LENGTH MINIMUM TWICE

THAT OF THE DIAMETER OF WATTLE

9" MIN.

WATTLE SHALL BE TRENCHED

2"-4" INTO SOIL. THERE SHALL BE

NO GAPS BETWEEN WATTLE AND SOIL

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HYDROLOGY

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CONSTRUCTION

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PHONE: (918) 520-2159 CA# 4369

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SITE DESIGN

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AutoCAD SHX Text Project Number:

14' 14'14'

12" RIP RAP DETAIL

8 OZ/SY GEOTEXTILE

KEYED 1' INTO RECLAMATION

SURFACE AND STAPLED PER

MANUFACTURE RECOMMENDATIONS

18" THICK RIPRAP

12" NOM DIA

6" COMPACED

AGGREGATE

BASE TYPE D

18" RIP RAP DETAIL

8 OZ/SY GEOTEXTILE

KEYED 1' INTO RECLAMATION

SURFACE AND STAPLED PER

MANUFACTURE RECOMMENDATIONS

24" THICK RIPRAP

18" NOM DIA

6" COMPACED

AGGREGATE

BASE TYPE D

2' X 2'

TOE

MIN. TRENCH WIDTH

M C

-0

-0

V R

R

V R

R

OG

ER

S R

E n g in ee ri n g

C o n st ru ct io n In c.

W A

G O

N

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C O

U N

TY

FA

IR

O A

K S

A M

L

ADDITIONAL

R

EC

LA

M

A

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O N

P R

O

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C T

D1.1

DETAILS

7/

/2

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

FINAL BACKFILL

AutoCAD SHX Text

ABOVE TOP OF PIPE.

AutoCAD SHX Text

INITIAL BACKFILL,

AutoCAD SHX Text 6"-12" (150-300mm)

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

ADS PIPE

AutoCAD SHX Text

%%UTYPICAL TRENCH…

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