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					     Stormwater Pollution Prevention Plan
                     For
           Construction Activity

National Pollution Discharge Elimination System
         General Permit # ARR150000




                 Prepared for:




                  Date:
                            StormWater Pollution Prevention Plan
                                General Permit # ARR150000

       Project Name and Location:

       Operator Name and Address:


A. Site Description
   1) Vicinity Map and Pre-construction Topographic view:
      Map inserted:    Yes     No

   2) Project Description and Intended Use after NOT is filed:


   3) Sequence of Activities:



   4) Total Acres Available/Total Disturbed Area:
            /

   5) Existing Site Information:

      a. Runoff Coefficient Based on attachment C:

      Before construction starts, the site has a runoff coefficient of     .
      After construction is completed, the sit will have a runoff coefficient of   .

      b. Soil Information

B. Responsible Parties-General Contractors, Inspectors, etc:


C. Receiving Waters: (pg 19 of Part II)
  1) Location of Surface Water on Construction Site
     The following surface waters are located on the construction site:

  2) The following bodies of water receive runoff from the construction site:




                                                    2
D. TMDL and 303(d) list: (http://www.adeq.state.ar.us/water/branch_planning/default.htm )


E. Attainment of Water Quality Standards after Authorization: (pg 20 of Part II)


F. Endangered Species: US Fish & Wildlife checklist inserted:                           Yes   No
G. Site Map: See Attachment A for items to be included.
H. Stormwater Controls
1.      Initial Site Stabilization, Erosion, & Sediment Controls: (pg 21 of Part II)

  a.   Initial disturbed areas:
  b.   Erosion and Sediment controls to retain sediment on-site:
  c.   Replacement of inadequate controls:
  d.   Removal of off-site accumulations:
  e.   Maintenance of sediment traps/basins @ 50% capacity:
  f.   Litter, construction debris and chemicals properly handled:    Yes     No
  g.   Off-site storage areas:     Yes     No.
       If yes, then what controls are being used:


2.      Stabilization Practices: (pg 21 of Part II)

  a. Description and schedule for stabilization:
  b. Are Buffer Areas required:                                                         Yes   No
     If yes, are the Buffer Areas being used:                                           Yes   No
     If they are required but not being used, please indicate the reason:
  c. Records of Stabilization will be retained for:        years
  d. Deadlines for site stabilization:


3.      Structural Practices: (pg 22 of Part II)

  a. Are more than 10 acres draining to a common point:                                 Yes   No
     If yes, are sediment basins included for the project:                              Yes   No
     Are the calculations and design for the basin included:                            Yes   No
     Are the calculations and design for the outfall included:                          Yes   No
     If a basin is required but not included/practicable, please indicate the reason:
  b. Are velocity dissipation devices provided at the discharge points from the site:   Yes   No
     If yes, please describe:
     If no, please explain why not:




                                                      3
I. Other Controls: In addition to erosion control and storm water management, our plan will
   include measures to properly manage solid wastes, hazardous wastes, dust generation, and all other
   activities that will generate wastes during the construction phase. (pg 23 of Part II)
1.     Solid material control, debris and wastes:

2.     Offsite vehicle tracking:

3.     Temporary sanitary facilities:

4.     Concrete waste area:

5.     Fuel storage, hazardous materials and truck washing areas:

J. Non-stormwater Discharges: (pg 10 of Part I)
List of Anticipated Allowable Non-Stormwater Discharges:

K. Post-Construction Stormwater Management: (pg 24 of Part II)

L. State or Local Plans: (pg 24 of Part II)
The municipality in which the construction activity occurs will be contacted to determine if there are
erosion control and/or storm water runoff requirements in the city code, city ordinances or city permits.
All applicable requirements will be met. Documentation of compliance is attached to this SWPPP.
   Yes       No
M. Inspections: (pg 24 of Part II)
Inspections will be conducted by a qualified inspector at one of the following frequencies:
   Every 7 days or
   Every 14 Days and within 24 hours after a ½ inch or greater rainfall event. (If this option is
chosen, a rain gauge is required to be on-site. The SWPPP should also include a daily rainfall log.)
A report of the inspection will summarize the scope of the inspection, the name of the inspector, the
date of inspection, any damages observed and repairs made to any control measure. Completed
inspection forms will be kept with the SWPPP.
The following are the minimum inspection, maintenance and reporting practices that will be used
to maintain erosion and sediment controls at our construction site:
        1. Inspection form (Attachment B)
        2. All controls will be inspected to ensure that they meet the manufacture’s specifications.
        3. All site entrances and exits will be checked to ensure no off-site tracking.
        4. All inspection reports will be maintained for a minimum of 3 years after permit termination.
        5. In addition to inspection, records will be kept of the following:
            a. Dates when major grading activities occur
            b. Dates when construction activities cease in an area, temporarily or permanently.
            c. Dates when an area is stabilized, temporarily or permanently.




                                                     4
 N. Maintenance: All erosion and sediment control measure will be maintained in good working
     order. If a repair is necessary, it will be completed within three (3) business days of discovery (pg
     25 of Part II):     Yes      No. If no, please explain the reason:
 Contractors: (pg 25 of Part II)
 All contractors should be identified in the plan. If additional room is required, please attach a blank
 page with information after the plan certification.
 Contractor Printed Name:                                 Contractor Signature:
 Contractor Contact Number:                                Responsible for:
 Contractor Printed Name:                                  Contractor Signature:

 Contractor Contact Number:                                Responsible for:
 Contractor Printed Name:                                  Contractor Signature:
 Contractor Contact Number:                                Responsible for:
 Contractor Printed Name:                                  Contractor Signature:
 Contractor Contact Number:                              Responsible for:
 Inspectors: (pg 25 of Part II)
 Site inspectors should be identified in the plan. If additional room is required, please attach a blank
 page with information after the plan certification.
 Inspector Printed Name:                                   Inspector Signature:
 Inspector Contact Number:
 Inspector Printed Name:                                   Inspector Signature:
 Inspector Contact Number:
 Plan Certification: (pg 26 of Part II)
 "I certify under penalty of law that this document and all attachments were prepared under my direction
 or supervision in accordance with a system designed to assure that qualified personnel properly gather
 and evaluate the information submitted. Based on my inquiry of the person or persons who manage the
 system, or those persons directly responsible for gathering the information, the information submitted is,
 to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
 significant penalties for submitting false information, including the possibility of fine and imprisonment
 for knowing violations.”
 Printed Name:
 Printed Title:
 Signature:

 Date:

Please note that Attachments C-E do not have to be submitted with the SWPPP.




                                                       5
Attachment A
Site Map



                                   Attachment A

                                       Site Map

Showing at a minimum the following items:

   1.  Direction of stormwater flow;
   2.  Areas of soil disturbance and areas not to be disturbed;
   3.  Location of major structural and nonstructural controls;
   4.  Main construction entrance and exit;
   5.  Location where stabilization practices are expected to occur;
   6.  Locations of off-site materials, storage, waste or borrow areas;
   7.  Locations of areas used for concrete wash-out;
   8.  Location of all surface water bodies (including wetlands);
   9.  Locations where stormwater is discharged to a surface water and/or municipal
       separate storm sewer system, if applicable;
   10. Locations where stormwater is discharged off-site (should be continuously
       updated); and
   11. Areas where final stabilization has been accomplished and no further construction
       will take place.
Attachment B
Site Inspection Form
                                             Attachment B

                         STORMWATER POLLUTION PREVENTION PLAN
                        INSPECTION AND MAINTENANCE REPORT FORM

INSPECTOR:________________________________                     DATE:__________

DAYS SINCE LAST RAINFALL:_______ AMOUNT OF LAST RAINFALL ________

 AREA         DATE SINCE                   DATE OF                 STABILIZED          STAB.      CONDITION
            LAST DISTURBED            NEXT DISTURBANCE              (YES/NO)           WITH




STABILIZATION REQUIRED:

                                   SILT FENCE
IS THE BOTTOM OF THE FABRIC STILL BURIED? _______________________
IS THE FABRIC TORN OR SAGGING? __________________________________
ARE THE POSTS TIPPED OVER? _____________________________________
HOW DEEP IS THE SEDIMENT? ______________________________________
MAINTENANCE REQUIRED FOR SILT FENCE:
                                SEDIMENT BASIN
DEPTH OF SEDIMENT IN BASIN? ______________________________________
CONDITION OF BASIN SIDE SLOPES? __________________________________
ANY EVIDENCE OF OVERTOPPING OF THE EMBANKMENT? __________________
CONDITION OF OUTFALL FROM SEDIMENT BASIN? __________________________
MAINTENANCE REQUIRED FOR SEDIMENT BASIN:
                              CONSTRUCTION EXIT
DOES MUCH SEDIMENT GET TRACKED ON TO ROAD? ___________________
IS THE GRAVEL CLEAN OR FILLED WITH SEDIMENT? _______________________
DOES ALL TRAFFIC USE THE STABILIZED EXIT TO LEAVE THE JOB SITE? __________
IS THE CULVERT BENEATH THE EXIT WORKING? __________________________
MAINTENANCE REQUIRED FOR CONSTRUCTION EXIT:
CHANGES TO BE PERFORMED BY:____________________ ON OR BEFORE:____________

CHANGES REQUIRED TO THE STORMWATER POLLUTION PREVENTION PLAN:

REASONS FOR CHANGES:

"I certify under penalty of law that this document was prepared under my direction or supervision. The
information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware
that there are significant penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations."


__________________________________
Signature
__________________________________
Date

             For additional information, please use a separate page.
   Attachment C
   Computation Sheet for Determining Runoff Coefficients

                                          Attachment C

                    Computation Sheet for Determining Runoff Coefficients


                                              Total Site Area        =              Acres         (A)

   Existing Site Conditions
                                      Impervious Site Area 1             =            Acres       (B)

                 Impervious Site Area Runoff Coefficient 2, 4            =                        (C)

                                         Pervious Site Area 3            =            Acres       (D)

                     Pervious Site Area Runoff Coefficient 4             =                        (E)

                                                (B × C) + (D × E )
      Existing Site Area Runoff Coefficient                              =                        (F)
                                                        (A)


   Proposed Site Conditions (after construction)
                                        Impervious Site Area 1           =             Acres      (G)

                  Impervious Site Area Runoff Coefficient 2, 4           =                        (H)

                                          Pervious Site Area 3           =             Acres      (I)

                       Pervious Site Area Runoff Coefficient 4           =                        (J)

                                              (G × H ) + (I × J )
Proposed Site Area Runoff Coefficient                (A)
                                                                         =                        (K)



   1. Includes paved areas, areas covered by buildings, and other impervious surfaces.
   2. Use 0.95 unless lower or higher runoff coefficient can be verified.
   3. Includes areas of vegetation, most unpaved or uncovered soil surfaces, and other pervious
      areas.
   4. Refer to local Hydrology Manual for typical C values.
Attachment D
Computational Sheet for Determining Run-on Discharges

                                  Attachment D

              Computational Sheet for Determining Run-on Discharges


Existing Site Conditions

                     Area Runoff Coefficient     =                              (A)

                      Area Rainfall Intensity    =                    in/hr     (B)

                              Drainage Area      =                    Acres     (C)

 Site Area Run-on Discharge   (A) x (B) x (C)    =                    ft3/sec   (D)
      Attachment E
      BMP Consideration Checklist
                                                Attachment E

                                        BMP Consideration Checklist

      Note: Attachment E does not have to be submitted with the SWPPP. This attachment is
      for use during the development of the SWPPP.


                                     CONSTRUCTION SITE BMPs
                                    CONSIDERATION CHECKLIST
The BMPs listed here should be considered for every project. Those BMPs that are not included in the SWPPP
        must be checked as “Not Used” with a brief statement describing why it is not being used.
                                        EROSION CONTROL BMPs
                                                                       CHECK IF
BMP                                           CONSIDERED    CHECK IF
                         BMP                                             NOT      IF NOT USED, STATE REASON
No.                                           FOR PROJECT    USED
                                                                        USED
EC-1    Scheduling
EC-2    Preservation of Existing Vegetation
EC-3    Hydraulic Mulch
EC-4    Hydroseeding
EC-5    Soil Binders
EC-6    Straw Mulch
EC-7    Geotextiles & Mats
EC-8    Wood Mulching
EC-9    Earth Dikes & Drainage Swales
EC-10   Velocity Dissipation Devices
EC-11   Slope Drains
EC-12   Stream bank Stabilization
                                        SEDIMENT CONTROL BMPs
                                                                       CHECK IF
 BMP                                          CONSIDERED    CHECK IF
                         BMP                                             NOT      IF NOT USED, STATE REASON
 No.                                          FOR PROJECT    USED
                                                                        USED
SE-1    Silt Fence
SE-2    Sediment Basin
SE-3    Sediment Trap
SE-4    Check Dam
SE-5    Fiber Rolls
SE-6    Gravel Bag Berm
SE-7    Street Sweeping and Vacuuming
SE-8    Sand Bag Barrier
SE-9    Straw Bale Barrier
SE-10   Storm Drain Inlet Protection
SE-11   Chemical Treatment




                                                     10
       Attachment E
       BMP Consideration Checklist


                                          CONSTRUCTION SITE BMPs
                                         CONSIDERATION CHECKLIST
The BMPs listed here should be considered for every project. Those BMPs that are not included in the SWPPP
        must be checked as ”Not Used” with a brief statement describing why it is not being used.
                                                                         CHECK IF
BMP                                             CONSIDERED    CHECK IF
                         BMP                                               NOT      IF NOT USED, STATE REASON
No.                                             FOR PROJECT    USED
                                                                          USED
                                           SEDIMENT CONTROL BMPs
                                         WIND EROSION CONTROL BMPs
WE-1 Wind Erosion Control
                                          TRACKING CONTROL BMPs
TR-1    Stabilized Construction Entrance/Exit
TR-2    Stabilized Construction Roadway
TR-3    Entrance/Outlet Tire Wash
                                NON-STORM WATER MANAGEMENT BMPs
NS-1     Water Conservation Practices
NS-2     Dewatering Operations
NS-3     Paving and Grinding Operations
NS-4     Temporary Stream Crossing
NS-5     Clear Water Diversion
NS-6     Illicit Connection/ Discharge
NS-7     Potable Water/Irrigation
NS-8     Vehicle and Equipment Cleaning
NS-9     Vehicle and Equipment Fueling
         Vehicle and Equipment
NS-10
         Maintenance
NS-11    Pile Driving Operations
NS-12    Concrete Curing
NS-13    Concrete Finishing
         Material and Equipment Use Over
NS-14
         Water
NS-15    Demolition Adjacent to Water
NS-16    Temporary Batch Plants
             WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs
WM-1     Material Delivery and Storage
WM-2     Material Use
WM-3     Stockpile Management
WM-4     Spill Prevention and Control
WM-5     Solid Waste Management
WM-6     Hazardous Waste Management
WM-7     Contaminated Soil Management
WM-8     Concrete Waste Management
WM-9     Sanitary/Septic Waste Management
WM-10    Liquid Waste Management




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