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ROADWAY GENERAL CONSTRUCTION NOTESEXISTING ROAD WILL BE CLOSED TO THROUGH TRAFFIC, THE CONTRACTOR SHALL MAINTAIN ACCESS FORLOCAL LANDOWNERS. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVES AND FIELD ENTRANCESDURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION SIGNS,BARRICADES, LIGHTS, ETC. IN ACCORDANCE WITH THE STANDARDS SET FORTH IN THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES", CURRENT EDITION, AND AS SHOWN ON TCS STANDARD DRAWINGS. ALL COST TOBE INCLUDED IN PRICE BID FOR "CONSTRUCTION TRAFFIC CONTROL".

THE CONTRACTOR SHALL PATCH THE AREAS ON THE DETOUR ROAD THAT ARE DEEMED NECESSARY BY THEENGINEER. COST FOR THIS ITEM SHALL BE INCLUDED IN PRICE BID FOR " CONSTRUCTION TRAFFIC CONTROL".

THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION PHASING AND TRAFFIC MANAGEMENT PLAN TOTHE ENGINEER FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION OPERATIONS BEGIN. THE TRAFFICMANAGEMENT PLAN SHALL CONFORM TO ALL APPLICABLE STATE STANDARDS AND MUTCD GUIDELINES(LATEST REVISIONS).

THE CONTRACTOR SHALL NOT WASTE ANY EXCESS EXCAVATION UNTIL ALL PLANNED EMBANKMENTS ANDBACKFILLS ARE COMPLETED. EXCESS UNCLASSIFIED EXCAVATION MATERIAL DETERMINED BY THE ENGINEERTO BE SUITABLE FOR BACKFILL SHALL BE USED TO REDUCE ANY UNCLASSIFIED BORROW NEEDED. COST OFSECOND HANDLING SHALL BE INCLUDED IN OTHER ITEMS OF WORK. ANY REMAINING EXCESS EXCAVATIONSHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF IN A MANNER APPROVED BY THEENGINEER.

AT THE BEGINNING OF TURFING OPERATIONS, ANY AREAS INCLUDED IN PLANNED QUANTITIES THAT HAVEGROWN A SATISFACTORY VOLUNTEER TURF OF PERENNIAL GRASS, AS DETERMINED BY THE ENGINEER, SHALLBE FERTILIZED AND WATERED AS CALLED FOR ON THE PLANS, BUT SHALL NOT BE SEEDED, SODDED, ORSPRIGGED.

AREAS ON WHICH SALVAGED TOPSOIL IS TO BE REPLACED SHALL HAVE 18-46-0 FERTILIZER, APPLIED AT THERATE OF 150 POUNDS PER ACRE, JUST PRIOR TO THE REPLACEMENT OF SALVAGED TOPSOIL.

ALL FIELD MEASUREMENTS PREVAIL ON INSTALLATION AND REMOVAL.

IN ACCORDANCE WITH OKLAHOMA UNDERGROUND FACILITIES DAMAGE PREVENTION ACT THE CONTRACTORSHALL NOTIFY THE OKLAHOMA ONE-CALL SYSTEM, INC. 48 HOURS PRIOR TO BEGINNING EXCAVATION.OKLAHOMA ONE-CALL SYSTEM, INC. "CALL OKIE" 1-800-522-6543 OR 811.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE MAY INFLICT TO THE EXISTINGUNDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF HIS DIGGING, TRENCHING, BORING,ETC.... PRIOR TO DIGGING NEAR THE UTILITIES, THE CONTRACTOR SHALL CALL FOR A LIST OF ALLUNDERGROUND FACILITIES REGISTERED IN THE AREA OF CONSTRUCTION LISTED WITH THE FOLLOWINGAGENCIES:

THE "OKIE" NOTIFICATION CENTER 811 OR 1-800-522-6543 OR WWW.CALLOKIE.COM OR THE LOCALCOUNTY CLERK'S OFFICE.

DEPTH OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE COUNTY AND ODOT 14 CALENDAR DAYS PRIOR TO BEGINNING OFCONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY RIGHT-OF-WAY FENCE AS REQUIRED. WHEN THEPORTION OF THE PROJECT THAT REQUIRED FENCE IS COMPLETED, THE TEMPORARY FENCE SHALL BEREMOVED, AND PERMANENT RIGHT-OF-WAY FENCING SHALL BE RESTORED OR INSTALLED IN A MANNERAPPROVED BY THE ENGINEER. ALL COST OF TEMPORARY FENCING SHALL BE INCLUDED IN OTHER ITEMS OFWORK.

CONTRACTOR SHALL NOT REMOVE OR ADD ANY MATERIALS WITHIN THE CHANNEL OF TAR CREEK. ANYCONSTRUCTION DEBRIS IN CHANNEL SHALL BE CLEANED AND DISPOSED IN A MANNER APPROVED BY THEENGINEER.

NO WORK ROADS WILL BE ALLOWED ALONG THE CREEK AT ANY TIME DURING ANY PHASE OF CONSTRUCTIONFOR THIS PROJECT.

CONTRACTOR SHALL MAINTAIN THE PAVED SECTION OF THE DETOUR FOR THE ENTIRE DURATION OF THEPROJECT CONSTRUCTION.

CONTRACTOR TO DELIVER THE STEEL BEAMS AND STEEL SANITARY PIPES REMOVED FROM THE EXISTINGBRIDGE TO THE OTTAWA COUNTY DISTRICT #1 WAREHOUSE.

EXISTING UTILITIES

IN ACCORDANCE WITH THE OKLAHOMA UNDERGROUND FACILITIES DAMAGE PREVENTION ACT THECONTRACTOR SHALL NOTIFY THE OKLAHOMA ONE-CALL SYSTEM, INC. 48 HOURS PRIOR TO BEGINNINGEXCAVATION. OKLAHOMA ONE-CALL SYSTEM INC. "CALL OKIE" 1-800-522-6543 OR 811.

UTILITY CONTACTS:AT&T BRAD WILLIAMS (918)540-1579EMPIRE DISTRICT ELECTRIC HEIDI NONNENMACHER (417)626-5918

SOUTHERN STAR CENTRAL GAS PIPELINE DAVID LUTZ (918)352-2566

PAY ITEM NOTES(R-1) PAYMENT FOR THIS ITEM WILL BE BASED ON PLAN QUANTITY ONLY. SEE SECTION 109.01B OF THE

STANDARD SPECIFICATIONS.

(R-7) FOR SEEDING METHOD B PRICE BID TO INCLUDE COST OF 13-13-13 FERTILIZER, ESTIMATED AT 150 POUNDSPER ACRE.

FOR TYPE A SALVAGED TOPSOIL PRICE BID TO INCLUDE COST OF 18-46-0 FERTILIZER, ESTIMATED AT 150POUNDS PER ACRE.

FOR SOLID SLAB SODDING, PRICE BID TO INCLUDE COST OF 10-20-10 FERTILIZER, ESTIMATED AT 200 PONDSPER 1000 SQUARE YARDS.

(R-8) FOR SOLID SLAB SODDING AND SEEDING METHOD B PRICE BID TO INCLUDE THE COST OF WATERING,ESTIMATED AT 40 GALLONS PER S.Y.

(R-11) THE QUANTITY ESTIMATED FOR TEMPORARY EROSION AND SEDIMENT CONTROL IS 1.28 ACRES.

(R-30) PRICE BID TO INCLUDE COST OF 347 GALLONS OF TACK COAT, MEETING THE REQUIREMENTS OF SECTION407 OF THE STANDARD SPECIFICATIONS. TIE TO 411 SUPERPAVE WHEN TACK COAT IS LUMPED INTO COSTOF SUPERPAVE.

(R-31) PRICE BID TO INCLUDE COST OF 1,580 GALLONS OF PRIME COAT, MEETING THE REQUIREMENTS OF SECTION408 OF THE STANDARD SPECIFICATIONS, AND ESTIMATED AT 0.35 GAL. PER SQ. YD. ON TOP OF COMPLETEDSUBGRADE, AND 0.25 GAL. PER SQ. YD. ON TOP OF AGGREGATE BASE. THE ACTUAL CUTBACK PRIME COATREQUIRED FOR PLACEMENT OPERATIONS WILL BE DETERMINED BY THE CONTRACTOR, AND SHALLCONSIDER THE RESIDUE FROM DISTILLATION PERCENTAGE SHOWN IN SECTION 708.03 OF THE STANDARDSPECIFICATIONS.

(R-32) ESTIMATED AT 112 LBS. PER SQ. YD. PER 1" THICK.

(R-49) TO BECOME THE PROPERTY OF AND DISPOSED OF BY THE CONTRACTOR IN A MANNER APPROVED BY THEENGINEER.

(1) AN ESTIMATED QUANTITY. TO BE USED AT THE DIRECTION OF THE ENGINEER.

(2) PRICE INCLUDES REMOVAL OF EXISTING TOPSOIL ESTIMATED AT 6" IN DEPTH. SPREAD TOPSOIL AT THEENDS OF COMPLETED CROSSOVERS 5" THICK AND AS DIRECTED BY THE ENGINEER. AT THE END OF THEPROJECT ANY EXCESS TOPSOIL WILL BECOME THE PROPERTY OF THE CONTRACTOR.

(3) ESTIMATED QUANTITY FOR TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL TO BE USED IN AMANNER APPROVED BY THE ENGINEER. PRICE BID TO INCLUDE COST OF SILT REMOVAL, RESTORATION OFERODED SLOPES, NECESSARY MAINTENANCE, MAINTAINING IN AN UPRIGHT POSITION, AND REMOVAL.REMOVE SEDIMENT WHEN 1/3RD FULL.

(4) ESTIMATED AT 140 LBS PER CU.FT.

(5)

(6) CONTRACTOR CANNOT REMOVE OFFSITE ANY DIRT OR WASTE MATERIAL, WITHOUT CONTRACTORCOORDINATING WITH COUNTY ON WHERE TO DISPOSE OF ALL WASTE MATERIALS.

(7) SEEDING METHOD B AND VEGETATIVE MULCH SHALL BE USED TO COMPLY WITH SECTION 7 CONSULTATIONWITH USFWS FOR THE DURATION OF THE PROJECT. IN ORDER TO AVOID AND MINIMIZE ADVERSE IMPACTSTO WATER QUALITY, APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE IMPACTS FROM STORMWATER DISCHARGES, AS ESTABLISHED BY THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY,SHALL BE CONSCIENTIOUSLY IMPLEMENTED THROUGHOUT THE PROPOSED CONSTRUCTION PERIODS. THEEFFECTIVENESS OF EROSION CONTROLS SHALL BE MAINTAINED UNTIL VEGETATION HAS BEENESTABLISHED. DUE TO THE COMMITMENT TO RE-VEGETATE WITH NATIVE PLANT SPECIES, THE RISK OFEROSION IS HIGH. THESE EROSION AND SEDIMENT CONTROL PAY ITEMS HAVE BEEN DOUBLED INQUANTITY TO ALLOW FOR REAPPLICATION AS NECESSARY TO OBTAIN THE REQUIRED PROTECTION. THEYSHALL BE INSTALLED AT THE LOCATIONS AS SHOWN AND WHERE NEEDED TO PREVENT EROSION ANDWATER POLLUTION. ANY AND ALL WORK REQUIRED TO MAINTAIN THESE CONTROLS WILL BE INCLUDED INTHE PRICE BID OF THIS ITEM. THE FOLLOWING NATIVE SEED MIX SHALL BE APPLIED AT THE ASSOCIATEDRATES PER ACRE.

KIND VARIETY PURE LIVE SEED POUNDS/ACRE LITTLE BLUESTEM ALDOUS 2.0 BIG BLUESTEM KAW 3.0 INDIANGRASS CHEYENNE 3.0 SWITCHGRASS BLACKWELL 1.5 COVER CROP* 10.0

*COVER CROP SPECIES SUCH AS WHEAT, WHEAT/RYE MIX, OATS, BARLEY OR ANNUAL RYEGRASS MAY BEUTILIZED.

SEED PLANTING SHALL BE CONDUCTED BETWEEN DECEMBER 1ST AND MAY 31ST. IF SEED PLANTING WILLOCCUR OUTSIDE OF THESE DATES, APPROVAL BY THE ODOT RESIDENT ENGINEER IS REQUIRED. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL NEED TO BE MAINTAINED UNTIL GROWTHIS ESTABLISHED.

(8) THIS PAY ITEM INCLUDES THE REMOVAL OF ASPHALT PAVEMENT FROM STA. 101+00 TO STA 104+18.42 ANDFROM STA. 105+81.58 TO STA. 109+50. RESPONSIBILITY OF COUNTY:

REMOVAL AND RELOCATION OF UTILITIESRIGHT-OF-WAY ACQUISITIONDETOUR MAINTENANCE FOR GRAVEL ROAD (E. 40 ROAD)

CONSTRUCTION WORKER SAFETY NOTESTHE TAR CREEK SUPERFUND SITE WAS DECLARED IN 1983 DUE TO THE CHAT PILES LEFT BEHIND BY THE LEAD AND ZINC MININGINDUSTRY FROM THE EARLY 1900S UNTIL THE 1960S. THE METALS ENCOMPASSED IN THE CHAT PILES LEACHED INTOGROUNDWATER, SURFACE WATER PONDS, AND SURFACE SOIL IN THE VICINITY OF THE REMAINING CHAT PILES, PRESENTING ANUNACCEPTABLE HUMAN HEALTH AND ECOLOGICAL RISK, PROMPTING INTERVENTION BY THE UNITES STATES ENVIRONMENTALPROTECTION AGENCY (EPA). AS PART OF THE CLEANUP EFFORTS, THE EPA DIVIDED AND ASSIGNED REMEDIAL ACTIONS FOREACH OF FIVE OPERABLE UNITS (OUS); THE BRIDGE REHABILITATION PROJECT ON EW-03 OVER TAR CREEK IS LOCATEDADJACENT TO OU-4 (MINING WASTE PILES) AND OU-5 (TAR CREEK).

AGGRESSIVE CLEANUP OF THE MINING WASTE PILES AS PART OF OU-4 COMMENCED IN 2010. HOWEVER, THE EPA ESTIMATES ITWILL TAKE 30 YEARS TO COMPLETE THE CLEANUP OF THE REMAINING CHAT PILES. THE EPA HAS BEGUN THE REMEDIALINVESTIGATION AND FEASIBILITY PROCESS REGARDING TAR CREEK, OU-5, BUT A BASELINE HUMAN HEALTH RISK ASSESSMENTOR ECOLOGICAL RISK ASSESSMENT HAS NOT BEEN CONDUCTED TO DATE. IT IS IMPORTANT THAT CONSTRUCTION WORKERSEXERCISE CAUTION WHEN WORKING IN THE VICINITY OF THE CHAT PILES. AIR MONITORING ASSESSMENTS CONDUCTED BY THEHARVARD SCHOOL OF PUBLIC HEALTH, EPA, AND QUAPAW TRIBE INDICATED THAT THERE WAS IS NO KNOWN ADVERSE HEALTHIMPACTS FROM AIR EXPOSURE IN THE VICINITY OF THE CHAT PILES. AS SUCH, VENTILATORS ARE NOT REQUIRED AS PART OFPERSONAL PROTECTIVE EQUIPMENT (PPE). HOWEVER, THE FOLLOWING PPE ARE RECOMMENDED BY THE EPA AND OKLAHOMADEPARTMENT OF ENVIRONMENTAL QUALITY (ODEQ) FOR CONSTRUCTION WORKERS WITHIN THE VICINITY OF THE CHAT PILES:

· NO EATING, DRINKING, OR CHEWING WHEN OUTSIDE OF THE VEHICLE AT THE WORK SITE.

· HARD HAT, SAFETY GLASSES, WORK BOOTS, AND LEATHER WORK GLOVES ARE REQUIRED, TO BE WORN WITHLONG-SLEEVE SHIRTS AND LONG TROUSERS.

· WHERE MUDDY CONDITIONS EXIST, WORKERS MUST UTILIZE ADEQUATE SPLASH PROTECTION SUCH AS SPLASH SUITSAND FACE SHIELDS TO MINIMIZE CONTACT BETWEEN COTTON WORK CLOTHES AND POTENTIALLY CONTAMINATEDMUD.

· WHEN CONTACT WILL BE MADE WITH SURFACE WATER, WATERPROOF CHEST-HIGH WADERS SHOULD BE USED ASAPPROPRIATE.

ENVIRONMENTAL NOTES:WATER QUALITY CONSERVATION:APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE IMPACTS FROM STORM WATER DISCHARGES ANDSEDIMENTATION IN STREAMS, AS ESTABLISHED BY THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY, SHALL BECONSCIENTIOUSLY IMPLEMENTED THROUGHOUT THE PROPOSED CONSTRUCTION PERIODS, IN ORDER TO MINIMIZE ANYPOTENTIAL IMPACTS TO ANY LISTED SPECIES. THE EFFECTIVENESS OF EROSION CONTROLS SHALL BE MAINTAINED FORTHE DURATION OF CONSTRUCTION ACTIVITIES. HAZARDOUS MATERIALS, CHEMICALS, FUELS, LUBRICATING OILS, ANDOTHER SUCH SUBSTANCES SHALL BE STORED AT LEAST 100 FEET FROM THE ORDINARY HIGH WATER MARK (OHWM).REFUELING OF CONSTRUCTION EQUIPMENT SHALL ALSO BE CONDUCTED AT LEAST 100 FEET FROM THE OHWMS. SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED AROUND STAGING AREAS TO PROHIBIT DISCHARGE OFMATERIALS FROM THESE SITES. CONSTRUCTION WASTE MATERIALS AND DEBRIS SHALL BE STOCKPILED AT LEAST 25FEET OUTSIDE OF THE OHWMS, AND THESE MATERIALS SHALL BE REMOVED AND DISPOSED OF PROPERLY FOLLOWINGCOMPLETION OF THE PROJECT. PREVENTATIVE MEASURES MUST BE TAKEN TO PROHIBIT THE DISCHARGE OFCONTAMINANTS INTO ANY SURFACE WATERS. MIGRATORY BIRD:MIGRATORY BIRDS ARE PROTECTED BY THE FEDERAL MIGRATORY BIRD TREATY ACT. MANY BIRDS COMMONLY USEBRIDGES AND CULVERTS FOR NESTING. THE NESTING SEASON FOR MOST BIRD SPECIES EXTENDS FROM MARCH 1 TOAUGUST 31. NO SURVEY WAS DONE ON THIS PROJECT. IF BIRDS ARE OBSERVED THEN PAINTING, REPAIR, RETROFIT,REHABILITATION OR DEMOLITION OF THE EXISTING BRIDGE/STRUCTURES SHALL NOT BE CONDUCTED BETWEEN MARCH 1,AND AUGUST 31, WHEN MIGRATORY BIRDS ARE NESTING. THE BRIDGE MAY BE PROTECTED FROM NEW NESTESTABLISHMENT PRIOR TO MARCH 1, BY MEANS THAT DO NOT RESULT IN BIRD DEATH OR INJURY. OPTIONS INCLUDE THEEXCLUSION OF ADULT BIRDS FROM SUITABLE NEST SITES ON OR WITHIN A STRUCTURE BY THE PLACEMENT OFWEATHER-RESISTANT POLYPROPYLENE NETTING WITH 0.25-INCH OR SMALLER OPENINGS, PRIOR TO MARCH 1. BALD EAGLE: SUITABLE NESTING, ROOSTING OR FORAGING HABITAT FOR THE BALD EAGLE OCCURS WITHIN THE PROJECT'S ACTIONAREA. THE BALD EAGLE NESTING SEASON IN OKLAHOMA EXTENDS FROM SEPTEMBER 16, THROUGH MAY 31. IF THEBUFFER CANNOT BE MAINTAINED, ALL CLEARING, EXTERNAL CONSTRUCTION AND LANDSCAPING ACTIVITIES, WITHIN THEBUFFER, SHALL NOT BE CONDUCTED BETWEEN SEPTEMBER 16 AND MAY 31.

AMERICAN BURYING BEETLE:THE AMERICAN BURYING BEETLE IS A LARGE CARRION BURYING BEETLE THAT OCCURS WITHIN THE PROJECT LIMITS. NOARTIFICIAL LIGHTING SHALL BE USED DURING CONSTRUCTION WITHOUT PRIOR CONSULTATION WITH USFWS THRU ODOTENVIRONMENTAL PROGRAMS DIVISION. DO NOT PROCEED WITH ANY USE OF ARTIFICIAL LIGHTING WITHOUT WRITTENCONSENT FROM ODOT ENVIRONMENTAL PROGRAMS DIVISION. CARCASSES AND ALL FOOD TRASH SHALL BE REMOVEDFROM THE PERMANENT AND TEMPORARY RIGHT-OF-WAY THROUGHOUT THE DURATION OF PROJECT ACTIVITIES. BAT BRIDGE SEASONAL RESTRICTION:THE GRAY BAT, OZARK BIG-EARED BAT AND THE NORTHERN LONG-EARED BAT ARE LISTED BAT SPECIES THAT OCCURWITHIN THE PROJECT'S ACTION AREA. IN ORDER TO AVOID AND MINIMIZE ADVERSE IMPACTS TO LISTED BAT SPECIES,BRIDGE REPAIR, RETROFIT, MAINTENANCE, REHABILITATION OR DEMOLITION SHALL NOT BE COMPLETED BETWEEN APRIL 1AND NOVEMBER 15. BAT TREE REMOVAL LIMITS:THE GRAY BAT, OZARK BIG-EARED BAT AND NORTHERN LONG-EARED BAT ARE LISTED BAT SPECIES THAT OCCUR WITHINTHE PROJECT'S ACTION AREA. IN ORDER TO AVOID AND MINIMIZE ADVERSE IMPACTS TO THESE SPECIES, THE REMOVALOF TREES AND SHRUBS SHALL BE RESTRICTED TO AREAS WITHIN THE ACTUAL LIMITS OF CONSTRUCTION (TOE OFSLOPE/TOP OF CUT). THE RESIDENT ENGINEER SHALL INSTALL BRIGHT-COLORED FLAGGING/FENCING TO INDICATE WHICHTREES ARE NOT TO BE REMOVED AND ENSURE LIMITS OF TREE REMOVAL ARE VISIBLY AND CLEARLY DEFINED FOR THECONTRACTOR. NEOSHO MUCKET AND NEOSHO MADTOM NOTE:THE NEOSHO MUCKET MUSSEL AND THE NEOSHO MADTOM ARE A FEDERALLY PROTECTED SPECIES UNDER THEENDANGERED SPECIES ACT. NO IN-WATER WORK, INCLUDING THE INSTALLATION OF TEMPORARY WORK ROADS, SHALL BEALLOWED WITHIN THE ORDINARY HIGH WATER MARK (OHWM). VEHICLES OR OTHER MOTORIZED EQUIPMENT SHALL BECONFINED AT ALL TIMES TO AREAS OUTSIDE OF THE OHWM.

TEMPORARY FILLS:

MANAGEMENT OF WATER FLOWS:

SUITABLE MATERIAL:

EQUIPMENT:

SOIL EROSION AND SEDIMENT CONTROLS:

U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMIT CONDITIONS

404 PERMIT INFORMATION

SPECIAL CONDITIONS

NO PERMIT REQUIRED

ON-SITE MITIGATION

NAVIGABLE WATER OF THE U.S.

ALL FUELING AND SERVICING OF VEHICLES AND EQUIPMENT SHALL BE DONE ABOVE

THE ORDINARY HIGH WATER MARK (OHWM).

FUELING:

MATERIAL STORAGE:

PERMIT GENERAL CONDITIONS

AQUATIC LIFE MOVEMENTS & ADVERSE EFFECTS FROM IMPOUNDMENTS:

NO ACTIVITY MAY LARGELY DISRUPT THE NECESSARY LIFE CYCLE MOVEMENTS OF THOSE

SPECIES INDIGENOUS TO THE BODY OF WATER, INCLUDING THOSE SPECIES THAT

NORMALLY MIGRATE THROUGH THE AREA. CULVERTS WILL BE DESIGNED TO PROVIDE

SUFFICIENT PASSAGE FOR AQUATIC LIFE AND INSTALLED TO MAINTAIN LOW FLOW. RATE OF

FLOW CANNOT BE MADE HIGHER THAN WHAT WAS PRIOR TO THE START OF CONSTRUCTION.

EROSION CONTROL MEASURES SHOULD BE UTILIZED AROUND THE PERIMETER OF NEW

STRUCTURES TO AVOID SILT BUILD UP. CAUTION SHOULD BE TAKEN TO MINIMIZE HARM

IF CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN A STREAM OR RIVER CHANNEL AND CREATE

A CONFINED BODY OF WATER, CAUSE ADVERSE EFFECTS TO THE AQUATIC SYSTEM IN ANY WAY,

AND/OR RESTRICTING ITS FLOW.

CONSTRUCTION ACTIVITIES MAY NOT IMPEDE THE PASSAGE OF NORMAL OR HIGH FLOWS.

TO THE GREATEST EXTENT POSSIBLE, THE PRE- CONSTRUCTION COURSE, CONDITIONS,

CAPACITY AND LOCATION OF OPEN WATERS MUST BE MAINTAINED. THIS INCLUDES STREAM

CHANNELIZATION AND STORM WATER MANAGEMENT.

INDIVIDUAL PERMIT: WILL BE MONITORED CLOSELY BY THE USACE.

SWT TRACKING NO.

404 COMPLIANCE:

SHEET NUMBERS:

APPROPRIATE SOIL EROSION AND SEDIMENT CONTROLS MUST BE USED AND MAINTAINED

IN EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION, AND ALL EXPOSED SOILS

AND OTHER FILLS, AS WELL AS ANY WORK WITHIN STREAM OR RIVER CHANNELS OR BANKS,

MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE.

FOR ANY PROJECT THAT INVOLVES BANK STABILIZATION, THE PERMITTEE SHALL

CONSIDER INSTALLING BIOENGINEERING PRACTICES IN PLACE OF STRUCTURAL

PRACTICES (RIPRAP) TO MINIMIZE IMPACTS TO AQUATIC RESOURCES

SECTION 404 OF THE CLEAN WATER ACT REQUIRES PRIOR AUTHORIZATION FROM

SECRETARY OF THE ARMY (CORPS) FOR THE DISCHARGE OF DREDGED OR FILL

MATERIAL INTO WATERS OF THE UNITED STATES.

ALL FUELING AND SERVICING OF VEHICLES AND EQUIPMENT SHALL BE DONE

OUTSIDE THE ORDINARY HIGH WATER MARK

ALL SPILLS OF FUEL OR POLLUTANTS IN EXCESS OF FIVE GALLONS SHALL

BE REPORTEDTO ODEQ WITHIN 24 HRS AND REPORTED TO POLLUTION

PREVENTION HOTLINE (1-800-522-0206)

ANY STOCKPILE SHALL BE ABOVE ORDINARY HIGH WATER MARK AND REMOVED

FROM LIKELY FLOOD ZONE

THE PERMITTEE SHALL PROVIDE ACCESS TO THE PROPERTY TO ODEQ

FOR INSPECTIONS.

401 CERTIFICATION CONDITIONS

THE CONTRACTOR SHALL BE RESPONSIBLE BUT

NOT LIMITED TO THE FOLLOWING HIGHLIGHTS OF THE

401 CERTIFICATION (SEE CONTRACT FOR COMPLETE LIST):

PERMIT GENERAL CONDITIONS

HAZARDOUS MATERIALS:

HAZARDOUS MATERIALS, CHEMICALS, FUELS, LUBRICATING OILS AND OTHER

SUCH SUBSTANCES SHOULD BE STORED AWAY FROM ANY STREAM OR RIVER

CHANNEL (SEE SECTION 307 OF CLEAN WATER ACT)

IN ORDER TO REMAIN COMPLIANT WITH THE 404 PERMIT, THE PROJECT MUST COMPLY WITH ALL

FEDERAL ENVIRONMENTAL PROTECTION LAWS ASSOCIATED AND, THE ENVIRONMENTAL COMMITMENTS

AS SHOWN ON THE PLANS. THIS INCLUDES BUT IS NOT LIMITED TO COMPLIANCE WITH ALL

ENVIRONMENTAL NOTES IN THE PLANS, INCLUDING CULTURAL RESOURCES, HAZARDOUS WASTE,

BIOLOGICAL FOR PROTECTED SPECIES, AND DEQ STORM WATER REGULATIONS AS THEY PERTAIN

TO THE SWMP SHEET WITHIN THE PLANS. ALL OF THE 404 PERMIT GENERAL AND SPECIFIC

CONDITIONS MUST BE ADHERED TO. A COPY OF THESE CONDITIONS CAN BE FOUND IN THE

CONTRACT WITH THE 404 PERMIT.

DEBRIS STORAGE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY MATERIALS, DEBRIS,

OR REFUSE WHICH HAS FALLEN INTO ANY STREAM OR RIVER CHANNELS RESULTING

FROM THE EXECUTION OF THE PROJECT AS SOON AS POSSIBLE

NAVIGATION:

NO ACTIVITY MAY USE UNSUITABLE MATERIAL (E.G., TRASH, DEBRIS, CAR BODIES, ASPHALT,

ETC.). MATERIALS USED FOR CONSTRUCTION OR DISCHARGED MUST BE FREE FROM TOXIC

POLLUTANTS IN TOXIC AMOUNTS (SEE SECTION 307 OF CLEAN WATER ACT).

ENDANGERED SPECIES PRESENT

HISTORIC PROPERTIES PRESENT

DESIGNATED CRITICAL RESOURCE WATERS

PROPER MAINTENANCE

NATIONWIDE PERMIT NO.

PRE-CONSTRUCTION NOTIFICATION REQUIRED: RESIDENT ENGINEER MUST NOTIFY THE USACE

WITHIN 30 DAYS OF THE START OF CONSTRUCTION AND 30 DAYS PRIOR TO COMPLETION OF

CONSTRUCTION, FORMS LOCATED IN THE CONTRACT.

NO PRE-CONSTRUCTION NOTIFICATION REQUIRED: PROJECT DOES NOT REQUIRE NOTIFICATION

TO THE US ARMY CORPS OF ENGINEERS (USACE) IN ORDER TO COMMENCE.

APPROPRIATE MEASURES MUST BE TAKEN TO MAINTAIN NORMAL DOWNSTREAM FLOWS AND MINIMIZE

FLOODING TO THE MAXIMUM EXTENT PRACTICABLE, WHEN TEMPORARY STRUCTURES (WORK ROADS,

WORKPADS, ETC..) WORK, AND DISCHARGES, INCLUDING COFFERDAMS, ARE NECESSARY FOR

CONSTRUCTION ACTIVITIES, ACCESS FILLS, OR DEWATERING OF CONSTRUCTION SITES. TEMPORARY

FILLS MUST CONSIST OF MATERIALS, AND BE PLACED IN A MANNER, THAT WILL NOT BE ERODED BY

EXPECTED HIGH FLOWS.TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED

AREAS RETURNED TO PRE-CONSTRUCTION ELEVATIONS. THE AREAS AFFECTED BY TEMPORARY FILLS

MUST BE RE VEGETATED, AS APPROPRIATE.

NO ACTIVITY MAY CAUSE MORE THAN A MINIMAL ADVERSE EFFECT ON NAVIGATION WITHIN A

NAVIGABLE WATER OF THE U.S. IF THIS PROJECT IS LOCATED WITHIN A NAVIGABLE WATER

OF THE U.S., IT WILL BE IDENTIFIED IN THE SPECIAL CONDITIONS.

ANY AUTHORIZED STRUCTURE OR FILL SHALL BE PROPERLY MAINTAINED, INCLUDING

MAINTENANCE TO ENSURE PUBLIC SAFETY AND COMPLIANCE WITH APPLICABLE NATION

WIDE PERMIT GENERAL CONDITIONS, AS WELL AS ANY ACTIVITY- SPECIFIC CONDITIONS

ADDED BY THE DISTRICT ENGINEER TO AN NATIONWIDE PERMIT AUTHORIZATION

HEAVY EQUIPMENT WORKING IN WETLANDS OR MUDFLATS MUST BE PLACED ON MATS, OR

OTHER MEASURES MUST BE TAKEN TO MINIMIZE SOIL DISTURBANCE; FOR EXAMPLE IF WETLANDS

ARE PRESENT WITHIN THE CONSTRUCTION, THE FOOTPRINT WILL BE SHOWN ON THE PLANS.

MEASURES SHOULD BE TAKEN TO PREVENT DISCHARGE INTO ANY WATERS OF THE STATE

(e.g. CONCRETE WASHOUT).

THE CONTRACTOR SHALL BE RESPONSIBLE BUT

NOT LIMITED TO THE FOLLOWING HIGHLIGHTS OF THE

404 PERMIT (SEE CONTRACT FOR COMPLETE LIST):

BEST MANAGEMENT PRACTICES SHOULD BE USED TO CONTROL SOIL EROSION

AND MAINTAIN COMPLIANCE WITH WATER QUALITY STANDARDS.

STORE MATERIAL AND FUEL OUTSIDE OF THE ORDINARY HIGH WATER MARK

OR ANY AREA LIKELY TO FLOOD.

SEE NATIONWIDE PERMIT 14 IN THE CONTRACT

GENERAL PERMIT: PROJECT WITHIN A DESIGNATED CRITICAL RESOURCE WATER AND WILL

REQUIRE PRE-CONSTRUCTION NOTIFICATION SEE ABOVE FOR EXPLANATION OF PRE-

CONSTRUCTION NOTIFICATION.

TO BE PROVIDED AT A LATER DATE

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BR. 11 OVER TAR CREEK

BR. 11 OVER TAR CREEK

BR. 11 OVER TAR CREEK

BR. 11 OVER TAR CREEK