Amendment_0001_35_31_19_00_13_STONE_PROTECTION.pdf
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SECTION 35 31 19.00 13 STONE PROTECTION
ATTACHMENTS
APPROVED MATERIAL SOURCES
LOCK AND DAM 1 – SCOUR REPAIR
APPROVED MATERIAL SOURCES FOR RIPRAP AND BEDDING STONE
Martin Marietta Co. T 124 N, R 28 W Box 69 SE 1/4, Section 18 St. Cloud. MN Stearns County, MN
(320) 251-7141
Martin Marietta Co. T 116 N, R 39 W 200 14th Street Sections 28,29,32,33 Granite Falls, MN Yellow Medicine County, MN
(320) 564-2125
Ortonville Stone Co. T 121 N, R 46 W Box 67 SW 1/4, Section 26 Ortonville, MN Big Stone County, MN
(320) 839-6131
Odessa Quarry NW 1/4 section 15 Mark sand and Gravel T 120N, R45W 525 Kennedy Park Rd. Big Stone Co MN Fergus falls, MN 56537
(218) 736-7523
New Ulm Quartzite Quarries SW14 sec. 35 45755-571st Ln T110N, R30W New Ulm, MN Nicollet Co. MN
(507) 354-2925 b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text
APPROVED MATERIAL SOURCES FOR BEDDING
QUARRY NAME AND QUARRY LOCATION NOTES
OPERATOR
Larson Quarry NE1/4, Sec.26, T27N, R22W 1, 2 Aggregate Industries Washington County, Minnesota 10120 Grey Cloud Island Drive St. Paul Park, MN 55071
(651) 683-8190
Luhman Quarry S 1/2 Sec. 13 T113N, R16W 1, 2 Luhman Construction Goodhue County, Minnesota Rural Route 2, P.O. Box 20 Welch, MN 55089
(651) 388-3086
Ninninger Quarry NW1/4, SE1/4 Sec. 31, T115N, R17W 1, 2 Solberg Aggregate Co.
Dakota County, Minnesota Hastings, MN
(651) 437-6672
NOTES:
1. The sources listed above are only for bedding material. Riprap shall not be obtained from these sources.
2. Systematic blasting shall be performed in order to minimize deleterious cracks in the final product.
RIPRAP AND BEDDING
GRADATION PLOTS
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110100100010000
48 40424446 21222338 32 303436 26 2428 1819 1020 12 1117 141516 13 9 8
2.65
WEIGHT OF STONES IN POUNDS
(ASSUMING STONE SHAPE MIDWAY BETWEEN A SPHERE AND CUBE)
SPECIFIED GRADATION ASSUMES A SPECIFIC
GRAVITY OF STONE EQUAL TO 2.65
3457 6
PROJECT ___________________________________
AREA ______________________________________
DATE _______________________________________
RIPRAP/ROCKFILL GRADATION CURVE
SIZE OF STONE IN INCHES
SPECIFIC GRAVITY OF STONE = 2.70
Ambursen Dam Rock Repair Project
R80 Riprap Gradation
March 2014
ENG FORM 4055 (COMPUTER GENERATED)
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B Y
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G H
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110100100010000
48 40424446 21222338 32 303436 26 2428 1819 1020 12 1117 141516 13 9 8
2.65
WEIGHT OF STONES IN POUNDS
(ASSUMING STONE SHAPE MIDWAY BETWEEN A SPHERE AND CUBE)
SPECIFIED GRADATION ASSUMES A SPECIFIC
GRAVITY OF STONE EQUAL TO 2.65
3457 6
PROJECT_________________________________
AREA ______________________________________
DATE _______________________________________
RIPRAP/ROCKFILL GRADATION CURVE
SIZE OF STONE IN INCHES
SPECIFIC GRAVITY OF STONE = 2.70
R470 Riprap Gradation
March 2014
ENG FORM 4055 (COMPUTER GENERATED)
b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text Ambursen Dam Rock Repair Project b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text R470 Riprap Gradation b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text b6edbmm2 Typewritten Text March 2014 b6edbmm2 Typewritten Text
PE
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U.S.STANDARD SIEVE NUMBERS HYDROMETERU.S. STANDARD SIEVE OPENING IN INCHES
6 4 3 2 1 1/2 1 3/4 1/2 3/8 3 4 1410 16 2086 200100 14070504030
U.S.STANDARD SIEVE NUMBERS HYDROMETERU.S. STANDARD SIEVE OPENING IN INCHES
6 4 3 2 1 1/2 1 3/4 1/2 3/8 3 4 1410 16 2086 200100 14070504030810
0.0010.010.1110100
SAMPLE NO. ELEV OR DEPTH CLASSIFICATION NAT W % LL PL PI
BORING
DATEGRADATION CURVES
PROJECT
AREA
GRAIN SIZE IN MILLIMETERS
COARSE FINE COARSE MEDIUM FINE
GRAVEL SAND
SILT OR CLAYCOBBLES
Ambursen Dam Rock Repair Project
B2 Bedding Gradation
GRAIN SIZE IN MILLIMETERS
COARSE FINE COARSE MEDIUM FINE
GRAVEL SAND
SILT OR CLAYCOBBLES
March 2014
ENG FORM 2087 (COMPUTER GENERATED)
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U.S.STANDARD SIEVE NUMBERS HYDROMETERU.S. STANDARD SIEVE OPENING IN INCHES
6 4 3 2 1 1/2 1 3/4 1/2 3/8 3 4 1410 16 2086 200100 14070504030
U.S.STANDARD SIEVE NUMBERS HYDROMETERU.S. STANDARD SIEVE OPENING IN INCHES
6 4 3 2 1 1/2 1 3/4 1/2 3/8 3 4 1410 16 2086 200100 14070504030810
0.0010.010.1110100
SAMPLE NO. ELEV OR DEPTH CLASSIFICATION NAT W % LL PL PI
BORING
DATEGRADATION CURVES
PROJECT
AREA
GRAIN SIZE IN MILLIMETERS
COARSE FINE COARSE MEDIUM FINE
GRAVEL SAND
SILT OR CLAYCOBBLES
Ambursen Dam Rock Repair Project
B3 Bedding Gradation
GRAIN SIZE IN MILLIMETERS
COARSE FINE COARSE MEDIUM FINE
GRAVEL SAND
SILT OR CLAYCOBBLES
March 2014
ENG FORM 2087 (COMPUTER GENERATED)
WORKSHEETS FOR GRADATION
ANALYSIS OF RIPRAP
| WORKSHEETS.pdf |
| R30 revised gradation.pdf |
| 01 00 00.00 13 |
| 01 11 00 |
| 01 14 00.00 13 |
| 01 22 00.00 13 |
| 01 33 00 |
| 01 35 29.00 13 |
| 01 41 26.00 13 |
| wq-strm2-57.pdf |
| Permit Application |
| Ready to Apply? |
| Construction Activity Information |
| Responsible Parties |
| Owner |
| Contractor |
Application Instructions General Construction Stormwater Permit
| 01 45 02.00 10 |
| 01 45 04.00 13 |
| 01 50 02.00 13 |
| 01 57 20.00 13 |
| MNDNR Application Blank.pdf |
| Minnesota Local/State/Federal Application Forms for Water/Wetland Projects |
| A QUICK LOOK AT THE PROJECT APPLICATION PROCESS |
| For Internal Use Only |
| PART I: BASIC APPLICATION |
| “See HELP” directs you to important additional information and assistance in Instructions, Page 1. |
| Signature of applicant (Landowner) Date Signature of agent (if applicable) Date |
| ITEMS 1 THROUGH 4 TO BE FILLED IN BY THE CORPS |
| DESCRIPTION OF REPLACEMENT WETLANDS |
| TOTAL NWC |
| TOTAL PVC |
| 01 71 23.00 13 |
| 01 74 19 |
| 01 78 02.00 10 |
| 05 50 13 |
| 10 14 01 |
| 12 93 00 |
| 31 00 00.00 13 |
| COMBINED.pdf |
| 02300forms |
| Reach 2A Test Pit Location Map |
| Test Pit Schedule |
| Example Drilling (Test Pit) Log |
| Blank Drilling Log Form |
| 31 11 00 |
| 32 11 23 |
| 32 12 17 |
| 32 16 13 |
| 32 92 19.00 13 |
| 32 93 00.00 13 |
| 33 40 00 |
| 35 31 19.00 13 |
| Combined Attachment.pdf |
| Form 4055 with Limits |
| RIPRAP FORM |
| BLANK 4056 FORM - Aggregate Gradation Curve |
| Blank Form 4055 |
| Material Sources Placeholder |
35 31 19.20
| B2 Bedding Gradation Curve.pdf |
| � |
| B2 Bedding Gradation Curve.pdf |
| � |
| B3 Bedding Gradation Curve.pdf |
| � |
| 35 31 19_Gradation Worksheets Attachments.pdf |
| R30 revised gradation.pdf |
| 01 00 00.00 13 |
| 01 11 00 |
| 01 14 00.00 13 |
| 01 22 00.00 13 |
| 01 33 00 |
| 01 35 29.00 13 |
| 01 41 26.00 13 |
| wq-strm2-57.pdf |
| Permit Application |
| Ready to Apply? |
| Construction Activity Information |
| Responsible Parties |
| Owner |
| Contractor |
Application Instructions General Construction Stormwater Permit
| 01 45 02.00 10 |
| 01 45 04.00 13 |
| 01 50 02.00 13 |
| 01 57 20.00 13 |
| MNDNR Application Blank.pdf |
| Minnesota Local/State/Federal Application Forms for Water/Wetland Projects |
| A QUICK LOOK AT THE PROJECT APPLICATION PROCESS |
| For Internal Use Only |
| PART I: BASIC APPLICATION |
| “See HELP” directs you to important additional information and assistance in Instructions, Page 1. |
| Signature of applicant (Landowner) Date Signature of agent (if applicable) Date |
| ITEMS 1 THROUGH 4 TO BE FILLED IN BY THE CORPS |
| DESCRIPTION OF REPLACEMENT WETLANDS |
| TOTAL NWC |
| TOTAL PVC |
| 01 71 23.00 13 |
| 01 74 19 |
| 01 78 02.00 10 |
| 05 50 13 |
| 10 14 01 |
| 12 93 00 |
| 31 00 00.00 13 |
| COMBINED.pdf |
| 02300forms |
| Reach 2A Test Pit Location Map |
| Test Pit Schedule |
| Example Drilling (Test Pit) Log |
| Blank Drilling Log Form |
| 31 11 00 |
| 32 11 23 |
| 32 12 17 |
| 32 16 13 |
| 32 92 19.00 13 |
| 32 93 00.00 13 |
| 33 40 00 |
| 35 31 19.00 13 |
| Combined Attachment.pdf |
| Form 4055 with Limits |
| RIPRAP FORM |
| BLANK 4056 FORM - Aggregate Gradation Curve |
| Blank Form 4055 |
| Material Sources Placeholder |
35 31 19.20
| B2 Bedding Gradation Curve.pdf |
| � |
| B2 Bedding Gradation Curve.pdf |
| � |
| B3 Bedding Gradation Curve.pdf |
| � |
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