ITB-2026-01_Effluent_Sprayfields_and_Pipeline_Route_Clearing_Grubbing_-_Construction_Plans.pdf
PDF 14 MB Posted
- Attached to
- Effluent Sprayfields and Pipeline Route Clearing Grubbing State and local contract opportunity
- Solicitation number
- ITB-2026-01 A
- Issued by
- Santa Rosa County, Florida
About this file
This construction plans document is prepared by Baskerville-Donovan, Inc. for the City of Milton, Florida, outlining clearing and grubbing specifications for the East Milton Effluent System project covering approximately 314.38 acres across multiple sites. The project involves removal of trees, stumps, vegetation, and debris from designated clearing corridors and sprayfield areas, with work divided into four primary sites totaling 4.49 acres (pipe corridor), 10.56 acres (pipeline route), 40.85 acres (Site 3), and 145.45 acres (Site 4), plus Site 2 comprising 110.43 acres. The mandatory pre-bid meeting is scheduled for January 13, 2026 at 10:00 a.m. (CST) at the City of Milton Council Chamber, with a written questions deadline of January 15, 2026 at 2:00 p.m. (CST) and answers posted by January 23, 2026. Sealed bids are due February 4, 2026 at 2:00 p.m. (CST) with public opening at the same location. Work must be substantially completed within 360 days and fully completed within 390 days of receiving the Notice to Proceed. The contractor is required to submit pricing on a lump-sum basis for general conditions and mobilization (not to exceed 10 percent of total bid) and per-acre unit pricing for approximately 295 acres of clearing and grubbing work.
The construction plans specify comprehensive erosion and sediment control measures, including installation and maintenance of silt fencing, turbidity barriers, and stormwater pollution prevention plans in accordance with Santa Rosa County, Florida Department of Environmental Protection, and Northwest Florida Water Management District requirements. The contractor must obtain a Notice of Intent for stormwater discharge from construction activities, maintain daily inspection records, and comply with all federal, state, and local environmental regulations. Key requirements include protection of gopher tortoise burrows with 25-foot radius buffers, eastern indigo snake protection procedures with notification to the U.S. Fish and Wildlife Service, utility protection and damage liability, site security, and compliance with Davis-Bacon prevailing wage requirements. The contractor must provide Commercial General Liability ($1,000,000 general aggregate), Automobile Liability ($1,000,000 per accident), Workers' Compensation coverage, and a 5 percent bid bond at submission with 100 percent performance and payment bonds upon award. Liquidated damages are assessed at $500 per day for delays beyond contractual milestones, with potential force majeure extensions of up to 30 calendar days for inclement weather based on Milton Wastewater Treatment Facility records. Funding sources include the State Revolving Fund Loan Program, RESTORE Act Grant Program, and Florida Department of Environmental Protection Resiliency Grant Program.
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Text version
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GENERAL NOTES
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%%UGENERAL NOTES
AutoCAD SHX Text CONTACTS SUNSHINE STATE ONE CALL OF FLORIDA 811 OR (800) 432-4770 EAST MILTON WATER SYSTEM CONTACT PHONE PHONE NATURAL GAS - CITY OF MILTON CONTACT PHONE PHONE
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%%UI. COORDINATION/PERMITTING
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1. THE CONTRACTOR SHALL VISIT THE SITE AND BE COMPLETELY FAMILIAR WITH THE PROJECT PRIOR TO THE CONTRACTOR SHALL VISIT THE SITE AND BE COMPLETELY FAMILIAR WITH THE PROJECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL PARTICIPATE IN THE MANDATORY PRE-BID CONFERENCE SITE VISITS. 2. ALL SITE WORK MATERIAL AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE CITY OF ALL SITE WORK MATERIAL AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE CITY OF MILTON, THE FDEP AND THE LATEST ADDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. IN THE EVENT OF CONFLICTS OR OMISSIONS FROM THE CONSTRUCTION DOCUMENTS, CITY OF MILTON STANDARDS SHALL PREVAIL. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES AND TO DETERMINE IF OTHER UTILITIES WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK AND TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL NOTIFY SUNSHINE ONE-CALL AND THE APPROPRIATE UTILITY COMPANIES 48 HOURS CONTRACTOR SHALL NOTIFY SUNSHINE ONE-CALL AND THE APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH THE PERMIT CONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH THE PERMIT CONDITIONS AND APPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTION. THE CONSTRUCTION DOCUMENTS PROVIDE ONLY MINIMUM REQUIREMENTS FOR EROSION, SEDIMENTATION CONTROL & WELL POINT PERMITTING. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR AS WELL AS WATER QUALITY SAMPLING COSTS. 6. THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE AND THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE AND DISPOSE OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM SANTA ROSA COUNTY, FLORIDA. CONTRACTOR CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM SANTA ROSA COUNTY, FLORIDA. CONTRACTOR SHALL PROVIDE PROPER NOTICE TO THESE ENTITIES IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 8. CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THOSE AREAS AS DESIGNATED TO BE WITHIN THE SITE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THOSE AREAS AS DESIGNATED TO BE WITHIN THE SITE CLEARING LIMITS. 9. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS AND SHALL ENSURE THAT ALL CONSTRUCTION IS PERFORMED IN ACCORDANCE WITH THEM. 10. THESE NOTES APPLY TO ALL DRAWINGS. THESE NOTES APPLY TO ALL DRAWINGS. 11. THE CONTRACTOR SHALL COMPLETE SITE RESTORATION AS THE PROJECT PROGRESSES. THE CONTRACTOR SHALL COMPLETE SITE RESTORATION AS THE PROJECT PROGRESSES. 12. THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. THE BIDDERS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH BIDS WILL BE BASED. 13. CONTRACTOR TO DISPOSE OF EXCESS EXCAVATED MATERIAL OFFSITE AT NO COST TO THE OWNER. 14. NO WORK SHALL BE PERFORMED ON SATURDAY OR SUNDAY UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE OWNER. 15. CONTRACTOR SHALL NOTIFY THE CITY OF MILTON & ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRED INSPECTIONS ON EACH PHASE OF THE WORK. 16. ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO TECHNICAL SPECIFICATIONS, AGREEMENT, ADDENDA, NOTICE TO PROCEED, GENERAL CONDITIONS AND MISCELLANEOUS AND SUPPLEMENTARY CONDITIONS ARE AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS. ANY DEVIATIONS TO ANY REQUIREMENT OF THE PLANS AND CONTRACT DOCUMENTS MUST BE APPROVED IN WRITING AND APPROVED BY THE ENGINEER. 17. THE CONTRACTOR SHALL BE SOLELY LIABLE FOR THE SAFETY OF THE WORK AND ANY AND ALL DAMAGES ARISING FROM THE CONSTRUCTION SHOWN ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ASSURING THE CONSTRUCTION MATERIALS AND METHODS ARE COMPLIANT WITH ALL APPLICABLE LOCAL, STATE OR FEDERAL SAFETY CODES, RULES OR REQUIREMENTS. 18. PRIOR TO BURNING VEGETATIVE DEBRIS ON ANY PROJECT SITE, CONTRACTOR MUST OBTAIN BURNING AUTHORIZATION FROM DIVISION OF FORESTRY AND SANTA ROSA COUNTY. 19. TREE REMOVAL AS REQUIRED FOR CONSTRUCTION, SHALL INCLUDE REMOVAL OF STUMP AND GRUBBING OF ROOTS.
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%%UII. EROSION CONTROL
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1. EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AT EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL TIMES AS PER SANTA ROSA COUNTY AND FDEP REQUIREMENTS AND IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN. 2. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE ASSUMPTION OF THE MAINTENANCE OF THE SILT FENCING AS INSTALLED UNDER PRIOR CONTRACTS, INSTALLATION OF ADDITIONAL SILT FENCING AS NECESSARY. SILT FENCING MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS UPON OWNER'S APPROVAL. AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN THE FLORIDA ADMINISTRATIVE CODE. 3. IN AREAS OF ADDITIONAL CLEARING, AS A MINIMUM EROSION CONTROL, CONTRACTOR IN AREAS OF ADDITIONAL CLEARING, AS A MINIMUM EROSION CONTROL, CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCING ALONG THE FULL PERIMETER OF THE CLEARING LIMITS. 4. THE CONTRACTOR IS RESPONSIBLE FOR DAILY INSPECTION OF ALL STORMWATER CONTROLS THE CONTRACTOR IS RESPONSIBLE FOR DAILY INSPECTION OF ALL STORMWATER CONTROLS AND MAINTENANCE OF ALL ELEMENTS IN FULL WORKING ORDER. 5. COSTS FOR DEWATERING AND EROSION CONTROL AND OTHER ACTIVITIES INCIDENTAL TO COSTS FOR DEWATERING AND EROSION CONTROL AND OTHER ACTIVITIES INCIDENTAL TO THE CONSTRUCTION WITH THE EXCEPTION OF PAYMENT ITEMS SPECIFICALLY IDENTIFIED AS SEPARATELY COMPENSATED SHALL BE INCLUDED IN THE PRICE FOR ITEMS OF WORK ON THE BID SCHEDULE.
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%%UIII. UTILITIES
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1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, PIEZOMETERS, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, PIEZOMETERS, MONITORING WELLS, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER. 2. CONTRACTOR SHALL PROVIDE SHORING, SHEETING, BRACING OR OTHER MEANS AND METHODS AS NECESSARY TO PROTECT NEARBY EXISTING ELECTRICAL POLES.
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%%UIV. SAFETY & SECURITY REQUIREMENTS
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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE. 2. KEEP ALL ACCESS POINTS LOCKED EXCEPT WHEN WORK IS ONGOING ON THE SITE.
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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PROJECT NO:
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DRAWN BY:
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PROJ. MGR:
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DATE:
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DESIGNED BY:
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NOT RELEASED FOR CONSTRUCTION BY DATE
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JAKE A. WIESNER, P.E.
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GULF POWER COMPANY RIGHT-OF-WAY (230' R/W)
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CENTERLINE OF SURVEY (GP)
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CEMETERY
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50' PIPE CORRIDOR
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SILT FENCE
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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CLEARING & GRUBBING
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PIPELINE ROUTE
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FPL EASEMENT
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PIPE CORRIDOR (4.49 ACRES)
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ADDENDUM 2
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BEGIN CLEARING AND GRUBBING CONTRACT
CITY OF MILTON
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70' RIGHT OF WAY
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70' RIGHT OF WAY
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70' PIPE CORRIDOR
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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01/2026
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RGG
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CLEARING & GRUBBING
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SITE 4
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PLAN
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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PROJECT NO:
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DRAWN BY:
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CHK'D BY:
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PROJ. MGR:
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DATE:
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DESIGNED BY:
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RWD
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DECEMBER 2025
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NO.
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APPR.
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NOT RELEASED FOR CONSTRUCTION BY DATE
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PROPERTY LINE
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LEGEND
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SILT FENCE
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CLEARING LIMITS
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EXTENT OF CLEARING AND GRUBBING
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SITE 4 (145.45 ACRES)
AutoCAD SHX Text 21-2N-27-0000-00100-0000
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MATCHLINE-SEE SHEET C-203
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SITE 4 CLEARING PLAN
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SCALE: 1" = 150'
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AutoCAD SHX Text 300'
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AutoCAD SHX Text FL Reg. Engineer #102156
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JAKE A. WIESNER, P.E.
AutoCAD SHX Text 21-2N-27-0000-00300-0000
AutoCAD SHX Text 28-2N-27-0000-00200-0000
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ADDENDUM 2
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JAW
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01/2026
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PROPERTY BOUNDARY
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25' BUFFER
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CLEARING LIMITS (TYP.)
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SILT FENCE
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80' FPL EASEMENT
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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PROJECT NO:
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DRAWN BY:
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CHK'D BY:
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PROJ. MGR:
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DATE:
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DESIGNED BY:
AutoCAD SHX Text This drawing is the property of BASKERVILLE-DONOVAN, INC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request.
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RWD
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NO.
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NOT RELEASED FOR CONSTRUCTION BY DATE
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THO
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CLEARING & GRUBBING
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SITE 2
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PLAN
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SITE 2 CLEARING PLAN
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MATCHLINE-SEE SHEET C-203
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SITE 2 (110.43 ACRES)
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PROPERTY LINE
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LEGEND
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CLEARING LIMITS
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22-2N-27-0000-00201-0000 (NO WORK ON THIS PARCEL)
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22-2N-27-0000-00300-0000 (NO WORK ON THIS PARCEL)
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22-2N-27-0000-00301-0000 (NO WORK ON THIS PARCEL)
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22-2N-27-0000-00100-0000 (NO WORK ON THIS PARCEL)
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SCALE: 1" = 150'
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AutoCAD SHX Text FL Reg. Engineer #102156
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JAKE A. WIESNER, P.E.
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ADDENDUM 2
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JAW
AutoCAD SHX Text 01/2026
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5.0 INSPECTIONS: QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES PRECIPITATION OR GREATER. TO COMPLY THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.
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7.1 RECORDS:
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6.0 NON-STORMWATER DISCHARGES:
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7.2 INSPECTION REPORTS:
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7.0 IMPLEMENTATION CHECKLIST:
AutoCAD SHX Text DATES WHEN MAJOR GRADING ACTIVITIES OCCUR. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE ON A PORTION OF THE SITE. DATES WHEN CONSTRUCTION ACTIVITIES PERMANENTLY CEASE ON A PORTION OF THE SITE. DATES WHEN STABILIZATION MEASURES ARE INITIATED ON THE SITE.
AutoCAD SHX Text THE CONTRACTOR SHALL PREPARE INSPECTION REPORTS SUMMARIZING THE FOLLOWING, BUT NOT LIMITED TO:
AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO:
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7.4 SWPPP MODIFICATION:
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THE CONTRACTOR SHALL MODIFY THE SWPPP AS NECESSARY TO:
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7.3 RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS:
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THE FOLLOWING ITEMS SHALL BE COMPLETE BEFORE SUBMITTING THE NOT:
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8.0 TERMINATION CHECKLIST:
AutoCAD SHX Text THE CONTRACTOR SHALL REPORT ANY RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS IF THEY OCCUR AS PER THE MEASURES OUTLINED IN SECTION 6.0 OF THE SWPPP.
AutoCAD SHX Text NAME OF INSPECTOR. QUALIFICATIONS OF INSPECTOR. MEASURES/AREAS INSPECTED. OBSERVED CONDITIONS. CHANGES NECESSARY TO THE SWPPP.
AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY HAZARDOUS SUBSTANCE SPILLS THAT MAY EQUAL OR EXCEED A REPORTABLE QUANTITY (RQ). REFER TO EPA'S LIST OF HAZARDOUS SUBSTANCES AND REPORTABLE QUANTITIES (EPA 40 CFR 302.4 & 117). THIS LIST CAN BE OBTAINED FROM EPA'S WEBSITE (WWW.EPA.GOV) OR BY CONTACTING EPA. IF AN RQ RELEASE WWW.EPA.GOV) OR BY CONTACTING EPA. IF AN RQ RELEASE ) OR BY CONTACTING EPA. IF AN RQ RELEASE DOES OCCUR THE CONTRACTOR SHALL PERFORM THE FOLLOWING PROCEDURES:
AutoCAD SHX Text NOTIFY THE NATIONAL RESPONSE CENTER IMMEDIATELY AT 800-424-8802. PROVIDE WRITTEN DESCRIPTION OF THE RELEASE WITHIN 14 DAYS PROVIDING DATES, CAUSE AND PREVENTION METHODS TO THE REGIONAL EPA OFFICE. MODIFY THE SWPPP AS NECESSARY TO ADDRESS ADDED PREVENTION METHODS.
AutoCAD SHX Text ALL SOIL DISTURBING ACTIVITIES ARE COMPLETE. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR WILL BE REMOVED AT AN APPROPRIATE TIME. ALL AREAS OF THE CONSTRUCTION SITE NOT OTHERWISE COVERED BY PERMANENT PAVEMENT OR STRUCTURE HAVE BEEN STABILIZED WITH UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OR EQUIVALENT MEASURES HAVE BEEN EMPLOYED.
AutoCAD SHX Text COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY FDEP THAT THE PLAN DOES NOT COMPLY. ADDRESS ANY CHANGES IN DESIGN, CONSTRUCTION OPERATIONS OR MAINTENANCE, WHICH HAS AN EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS. PREVENT REOCCURRENCE OF REPORTABLE QUANTITY RELEASES OF HAZARDOUS MATERIAL OR OIL.
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2.5 SITE MAP: THE CONSTRUCTION PLANS ARE BEING UTILIZED AS THE SITE MAP. THE EXISTING CONDITIONS SHEET SHOWS PRE-EXISTING DRAINAGE PATTERNS AND SLOPES. THE GRADING AND DRAINAGE PLANS SHOWS THE STORMWATER FACILITIES AND FINAL GRADE SLOPES. TEMPORARY EROSION CONTROL IS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. LANDSCAPING PLANS DEPICT THE FINAL PERMANENT STABILIZATION.
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1.0 BACKGROUND & REQUIREMENTS:
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1.1 INTRODUCTION:
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STORM WATER POLLUTION PREVENTION PLAN
AutoCAD SHX Text THE REFERENCED SUPPORT DOCUMENTATION FOR THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY'S (EPA) STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, DEVELOPING POLLUTION PREVENTION PLANS AND BEST MANAGEMENT PRACTICES SUMMARY GUIDANCE (EPA 833-R-92-001) AND STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES, DEVELOPING POLLUTION PREVENTION PLANS AND BEST MANAGEMENT PRACTICES (EPA 832-R-92-005). THIS SWPPP IS DESIGNED TO PROTECT ONSITE AND ADJACENT NATURAL RESOURCES, INCLUDING BUT NOT LIMITED TO, WETLANDS, MARSHES, BAYOUS AND BAYS, WHILE PRESERVING WILDLIFE AND ARCHEOLOGICAL RESOURCES.
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PROJECT ADDRESS:
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1.6 APPLICATION INFORMATION:
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3.0 CONTROLS:
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2.6 RECEIVING WATERS:
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3.1 EROSION AND SEDIMENT CONTROLS:
AutoCAD SHX Text N 30° 39' 52.00" W 86° 56' 44.38"
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3.3 OTHER CONTROLS: 3.3.1 WASTE DISPOSAL IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF SOLID MATERIAL, INCLUDING BUILDING MATERIALS, TO WATERS OF THE STATE. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS APPROVED BY THE ENGINEER: PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT DURING CONSTRUCTION ACTIVITIES. DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER. DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS OFF THE PROJECT SITE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 3.3.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL. IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS FOR MINIMIZING OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS APPROVED BY THE ENGINEER. COVERING LOADED HAUL TRUCKS WITH TARPAULINS. REMOVING EXCESS DIRT FROM ROADS DAILY. PROVIDING A STABILIZED CONSTRUCTION ENTRANCE ACCORDING TO THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION. 3.3.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS: IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATION FOR WASTE DISPOSAL, AND SANITARY SEWER, OR SEPTIC SYSTEMS. 3.3.4 FERTILIZERS AND PESTICIDES: IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. 3.3.5 TOXIC SUBSTANCES: IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES. 3.3.6 APPROVED STATE AND LOCAL PLANS AND PERMITS. CONTRACTOR SHALL ADHERE TO SANTA ROSA COUNTY AND NWFWMD PERMITS ISSUED FOR THIS PROJECT, AS WELL AS ANY ADDITIONAL FEDERAL, STATE, OR LOCAL PERMITS/ORDINANCES THAT ARE APPLICABLE TO THIS PROJECT. 4.0 MAINTENANCE IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM COMPLY WITH THE FOLLOWING: SILT FENCE: MAINTAIN PER FDOT SECTION 104 OF THE SPECIFICATIONS. THE CONTRACTOR SHOULD ANTICIPATE REPLACING SILT FENCE ON 6 MONTH INTERVALS. SEDIMENT BARRIERS: REMOVE SEDIMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE AMOUNTS OR AREAS.
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3.2 STORMWATER MANAGEMENT:
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LATITUDE: LONGITUDE:
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1.2 NOTICE OF INTENT (NOI):
AutoCAD SHX Text RULE 62-621.300(4), FAC REQUIRES THE CONSTRUCTION OPERATOR OF A SITE THAT DISTURBS ONE OR MORE ACRES TO OBTAIN COVERAGE FROM THE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THAT DISTURB ONE OR MORE ACRES (FDEP FORM 62-621.300) ALONG WITH THE APPROPRIATE APPLICATION FEE TO THE FOLLOWING ADDRESS 48 HOURS PRIOR TO COMMENCING CONSTRUCTION:
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1.3 STORMWATER POLLUTION PREVENTION PLAN (SWPPP):
AutoCAD SHX Text THE CONTRACTOR IS REQUIRED TO CERTIFY THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BELOW PRIOR TO SUBMITTING THE NOI. THIS SWPPP IS NOT REQUIRED TO BE SUBMITTED WITH THE NOI, BUT IS REQUIRED TO BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION. BECAUSE EROSION AND SEDIMENT CONTROLS AND CONSTRUCTION METHODS VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR, THE CONTRACTOR CAN PROPOSE ALTERNATIVE METHODS TO THIS SWPPP THAT ARE EQUAL OR BETTER AT CONTROLLING EROSION AND SEDIMENTATION. AT A MINIMUM, THE CONTRACTOR MUST FOLLOW THE EROSION CONTROL PLAN SPECIFIED IN THE CONSTRUCTION PLANS AND DOCUMENTS. ANY MODIFICATIONS TO THIS SWPPP MUST BE DOCUMENTED AND KEPT WITH THE PLAN AS PART OF THE RECORDS KEEPING PROCESS TO BE IN FULL COMPLIANCE WITH THE CGP.
AutoCAD SHX Text THIS FORM CAN BE OBTAINED FROM FDEP'S WEBSITE (WWW.DEP.STATE.FL.US) OR WWW.DEP.STATE.FL.US) OR ) OR BY CONTACTING FDEP. PLEASE NOTE THAT THE CURRENT APPLICATION FEE IS $400(> 5 ACRES) OR $250 (1-4.99 ACRES); HOWEVER, THIS FEE IS SUBJECT TO CHANGE WITHOUT NOTICE. ALWAYS REFER TO THE MOST CURRENT VERSION OF RULE 62-4.050(4)(D), FAC TO CONFIRM THE AMOUNT BEFORE SUBMITTING PAYMENT. IF CONSTRUCTION ACTIVITY EXCEEDS FIVE YEARS, THE CONTRACTOR MUST RE-APPLY FOR COVERAGE.
AutoCAD SHX Text NPDES STORMWATER NOTICES CENTER, MS # 2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-2400
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COMPANY & ADDRESS
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NAME & TITLE (PRINT)
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1.5 NOTICE OF TERMINATION (NOT):
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SIGNATURE DATE
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PRINT & SIGN NAME
AutoCAD SHX Text NPDES STORMWATER NOTICES CENTER, MS # 2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-2400
AutoCAD SHX Text THIS FORM CAN BE OBTAINED FROM FDEP'S WEBSITE (WWW.DEP.STATE.FL.US) OR WWW.DEP.STATE.FL.US) OR ) OR BY CONTACTING FDEP. THE NOT CAN NOT BE SUBMITTED UNTIL ALL DISTURBED SOILS AT THE CONSTRUCTION SITE HAVE BEEN FINALLY STABILIZED AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR WILL BE REMOVED AT AN APPROPRIATE TIME. FINAL STABILIZATION MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND THAT A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN ESTABLISHED, OR EQUIVALENT STABILIZATION MEASURES HAVE BEEN EMPLOYED. IF CONSTRUCTION ACTIVITY EXCEEDS FIVE YEARS, THE CONTRACTOR MUST RE-APPLY FOR COVERAGE.
AutoCAD SHX Text THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF TERMINATION OF GENERIC PERMIT COVERAGE (FDEP FORM 62-621.300(6)) UPON CONSTRUCTION COMPLETION TO DISCONTINUE PERMIT COVERAGE. THE NOT IS TO BE SUBMITTED TO THE FOLLOWING ADDRESS:
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RESPONSIBILITIES (GENERAL CONTRACTOR, SITE CONTRACTOR, SUBCONTRACTOR, OTHER):
AutoCAD SHX Text I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
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1.4 CONTRACTOR'S CERTIFICATION:
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2.1 NATURE OF CONSTRUCTION ACTIVITIES: THE PROPOSED IMPROVEMENTS CONSIST OF THE CONSTRUCTION OF A GRAVEL ACCESS ROAD AND STORMWATER TREATMENT FACILITIES.
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2.0 SITE DESCRIPTION:
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ERP PERMIT NO.: 0390864-003-EI/57 0390864-003-EI/57
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RECEIVING WATER NAME: BLACKWATER RIVER
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MS4 OPERATOR NAME: SANTA ROSA COUNTY
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2.2 SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: EROSION CONTROL MEASURES CLEARING AND GRUBBING EARTHWORK- BORROW STOCKPILE MATERIAL WILL BE SORTED AND USED BORROW STOCKPILE MATERIAL WILL BE SORTED AND USED AS ON-SITE EARTH FILL EARTHWORK- STORMWATER CONVEYANCE CONSTRUCTION STORMWATER CONVEYANCE CONSTRUCTION EARTHWORK- ASSOCIATED WITH BUILDING FOUNDATION, STORM DRAINS, ASSOCIATED WITH BUILDING FOUNDATION, STORM DRAINS, CURBING, BASE, AND PAVEMENT CONSTRUCTION FINAL LANDSCAPING AND STABILIZATION
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2.4 RUNOFF COEFICIENTS: PRE-CONSTRUCTION- 0.2 DURING CONSTRUCTION- 0.4 - 0.5 POST CONSTRUCTION- 0.6
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2.3 AREA ESTIMATES: TOTAL PROJECT AREA: 314.38 ACRES
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SOILS DATA: SEE SOILS REPORT FOR ADDITIONAL INFORMATION
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WATER MANAGEMENT DISTRICT: NORTHWEST FLORIDA (NWFWMD)
AutoCAD SHX Text THE FOLLOWING SEQUENCE OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL TO OR BETTER AT CONTROLLING EROSION AND SEDIMENTATION. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY CHANGES.
AutoCAD SHX Text ALL EROSION AND SEDIMENT CONTROLS SPECIFIED ON THESE PLANS (LIMITS OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES) SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OR DEMOLITION. SILT FENCING AND STAKED HAY BALES SHALL BE INSTALLED ALONG DOWN-GRADIENT LIMITS TO PROTECT EXISTING DRAINAGE STRUCTURES AND/OR DRAINAGE SYSTEMS FROM EROSION AND SEDIMENTATION.
AutoCAD SHX Text BLACKWATER RIVER IS THE RECEIVING WATERS OF THE STORMWATER RUNOFF FROM THIS PROJECT.
AutoCAD SHX Text STORMWATER MANAGEMENT WILL BE ACHIEVED THROUGH THE USE OF BERMS, SWALES, SEDIMENTATION BASINS, OR ANY OTHER MEANS NECESSARY TO ENSURE SITE COMPLIANCE.
AutoCAD SHX Text SECTION 29, TOWNSHIP 2N, RANGE 27W, SANTA ROSA COUNTY, FL. LOCATED NORTH OF HWY 90 AND SOUTH OF THE BLACKWATER RIVER.
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SWPPP PLAN
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
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PROJECT NO:
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DRAWN BY:
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CHK'D BY:
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PROJ. MGR:
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DATE:
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DESIGNED BY:
AutoCAD SHX Text This drawing is the property of BASKERVILLE-DONOVAN, INC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request.
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RWD
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NO.
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DATE
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APPR.
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REVISION/ACTION TAKEN
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NOT RELEASED FOR CONSTRUCTION BY DATE
AutoCAD SHX Text FL Reg. Engineer #102156
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SPACING (IN FEET)
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CHART I
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RECOMMENDED SPACING FOR BALED HAY BARRIERS
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TYPE I & TYPE III
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TYPE II
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SLOPE (IN %)
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CONSIDER USE OF TEMPORARY SOD
AutoCAD SHX Text NOTE: SPACINGS SHOWN IN THIS CHART ARE BASED ON HAVING THE GROUND LINE AT THE UPSTREAM BARRIER AT THE SAME ELEVATION AS THE OVERFLOW OF THE DOWNSTREAM BARRIER AS SHOWN ABOVE. SPACINGS SHOULD BE ADJUSTED BASED ON ACTUAL SITE PERFORMANCE.
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NOT TO SCALE
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EROSION CONTROL BARRIER AND FENCE SPACING GUIDE
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SWALE
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FLOW
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FLOW
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PLAN
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ELEVATION
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PLAN
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ELEVATION
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HAY BALE BARRIERS FOR FILL SLOPES
AutoCAD SHX Text TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
AutoCAD SHX Text TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
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6' MIN.
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NOT TO SCALE
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RAIL
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POST
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SAND BAGS
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ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE
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FLOW
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FLOW
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PLAN
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PLAN
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ELEVATION
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ELEVATION
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HAY BALE BARRIER FOR UNPAVED DITCHES
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NOT TO SCALE
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AutoCAD SHX Text ANCHOR LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. ANCHOR TOP BALES TO LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE.
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TYPE II
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TYPE I
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5' MIN.
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5' TYP.
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5' TYP.
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TIDAL CREEK
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STREAM OR
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LIMITS OF CONST.
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SHORE LINE
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BARRIERS
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TURBIDITY
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LIMITS OF CONST.
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SHORE LINE
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MOORING BUOY W/ANCHOR
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TO CURRENT ACTION
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BARRIER MOVEMENT DUE
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ANCHOR
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DREDGE OR FILL AREA
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PILE LOCATIONS
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LEGEND
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TURBIDITY BARRIER APPLICATIONS
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SHORE LINE
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PROPOSED TOE OF SLOPE
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CAUSEWAY
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EXISTING
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STRUCTURE ALIGNMENT
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CURRENT
AutoCAD SHX Text NOTE: TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
AutoCAD SHX Text NOTES: 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.
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100' (TYP.)
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100' (TYP.)
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100' (TYP.)
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100' (TYP.)
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NOT TO SCALE
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6' MAX.
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STAKED SILT FENCE BARRIER
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NOT TO SCALE
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POST (OPTIONS: 2" X 4" OR 2 1/2" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)
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18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST)
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18" MIN.
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5' OR MORE
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ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE.
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ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE.
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MALES TO BUTT
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AS REQUIRED
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
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FILL SLOPE
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FILL SLOPE
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OVERLAP ENDS
AutoCAD SHX Text WOVEN FILTER FABRIC IN ABSENCE OF OVEN FILTER FABRIC IN ABSENCE OF VEN FILTER FABRIC IN ABSENCE OF EN FILTER FABRIC IN ABSENCE OF N FILTER FABRIC IN ABSENCE OF FILTER FABRIC IN ABSENCE OF FILTER FABRIC IN ABSENCE OF ILTER FABRIC IN ABSENCE OF LTER FABRIC IN ABSENCE OF TER FABRIC IN ABSENCE OF ER FABRIC IN ABSENCE OF R FABRIC IN ABSENCE OF FABRIC IN ABSENCE OF FABRIC IN ABSENCE OF ABRIC IN ABSENCE OF BRIC IN ABSENCE OF RIC IN ABSENCE OF IC IN ABSENCE OF C IN ABSENCE OF IN ABSENCE OF IN ABSENCE OF N ABSENCE OF ABSENCE OF ABSENCE OF BSENCE OF SENCE OF ENCE OF NCE OF CE OF E OF OF OF F ESTABLISHED GRASS (APPROX. 12' X 12'). STABLISHED GRASS (APPROX. 12' X 12'). TABLISHED GRASS (APPROX. 12' X 12'). ABLISHED GRASS (APPROX. 12' X 12'). BLISHED GRASS (APPROX. 12' X 12'). LISHED GRASS (APPROX. 12' X 12'). ISHED GRASS (APPROX. 12' X 12'). SHED GRASS (APPROX. 12' X 12'). HED GRASS (APPROX. 12' X 12'). ED GRASS (APPROX. 12' X 12'). D GRASS (APPROX. 12' X 12'). GRASS (APPROX. 12' X 12'). GRASS (APPROX. 12' X 12'). RASS (APPROX. 12' X 12'). ASS (APPROX. 12' X 12'). SS (APPROX. 12' X 12'). S (APPROX. 12' X 12'). (APPROX. 12' X 12'). (APPROX. 12' X 12'). APPROX. 12' X 12'). PPROX. 12' X 12'). PROX. 12' X 12'). ROX. 12' X 12'). OX. 12' X 12'). X. 12' X 12'). . 12' X 12'). 12' X 12'). 12' X 12'). 2' X 12'). ' X 12'). X 12'). X 12'). 12'). 12'). 2'). '). ). . SECURE EDGES BY ENTRENCHING AND ECURE EDGES BY ENTRENCHING AND CURE EDGES BY ENTRENCHING AND URE EDGES BY ENTRENCHING AND RE EDGES BY ENTRENCHING AND E EDGES BY ENTRENCHING AND EDGES BY ENTRENCHING AND EDGES BY ENTRENCHING AND DGES BY ENTRENCHING AND GES BY ENTRENCHING AND ES BY ENTRENCHING AND S BY ENTRENCHING AND BY ENTRENCHING AND BY ENTRENCHING AND Y ENTRENCHING AND ENTRENCHING AND ENTRENCHING AND NTRENCHING AND TRENCHING AND RENCHING AND ENCHING AND NCHING AND CHING AND HING AND ING AND NG AND G AND AND AND ND D EXTEND UNDER BAGS AND BALES. XTEND UNDER BAGS AND BALES. TEND UNDER BAGS AND BALES. END UNDER BAGS AND BALES. ND UNDER BAGS AND BALES. D UNDER BAGS AND BALES. UNDER BAGS AND BALES. UNDER BAGS AND BALES. NDER BAGS AND BALES. DER BAGS AND BALES. ER BAGS AND BALES. R BAGS AND BALES. BAGS AND BALES. BAGS AND BALES. AGS AND BALES. GS AND BALES. S AND BALES. AND BALES. AND BALES. ND BALES. D BALES. BALES. BALES. ALES. LES. ES. S. .
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
AutoCAD SHX Text LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES.
AutoCAD SHX Text APPLICATION AND SPACING: THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TO THE CONDITIONS OUTLINED IN DETAIL *
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EAST MILTON EFFLUENT SYSTEM CLEARING AND GRUBBING
AutoCAD SHX Text 25570.06
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PROJECT NO:
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DRAWN BY:
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CHK'D BY:
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PROJ. MGR:
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DATE:
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DESIGNED BY:
AutoCAD SHX Text This drawing is the property of BASKERVILLE-DONOVAN, INC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request.
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RWD
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DECEMBER 2025
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NO.
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DATE
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APPR.
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REVISION/ACTION TAKEN
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NOT RELEASED FOR CONSTRUCTION BY DATE
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JAW
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THO
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TTL
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STANDARD DETAILS
AutoCAD SHX Text C-901
AutoCAD SHX Text FL Reg. Engineer #102156
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File details come from the government source that posted it. Updated .