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Wellington Inspections - General
Pre-work Meeting
Pre-Final (Engineer) Inspection
Pre-Final (Engineer) Inspection
This meeting, usually held on-site, is required by Wellington prior to start of work.
Required:
- Contractor and Engineer present
- Copies of Permitted Plans
Pre-Final (Engineer) Inspection
Pre-Final (Engineer) Inspection
Pre-Final (Engineer) Inspection
This inspection is held after all work is complete in order to close out the permit.
Required:
- All work complete
- BMPs maintained
- Results of any testing submitted to engineer
- Final survey as-builts submitted to engineer (Schedule Survey)
Final (Wellington) Inspection
Final (Wellington) Inspection
Final (Wellington) Inspection
This inspection is required by Wellington after the work is complete in order to close out the permit.
Required:
- All test results reviewed by engineer
- Engineer has submitted certification
Follow-up Inspection
Final (Wellington) Inspection
Final (Wellington) Inspection
Use this to follow up on specific items of work that were flagged by the engineer or the Village of Wellington as needing revision.
Required:
- Items flagged as needing revision are completed
Wellington Inspections - Sand/Riding Ring
Step 1: Subgrade Inspection
Step 2: Top of Rock Inspection
Step 2: Top of Rock Inspection
This inspection is to observe the subgrade prior to placement of rock or sand. Filter fabric placement shall be observed at this stage.
Required:
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
- Subgrade has been visibly compacted
- Any required density testing has been performed with test results submitted to engineer
Step 2: Top of Rock Inspection
Step 2: Top of Rock Inspection
Step 2: Top of Rock Inspection
This inspection is to observe the top of rock prior to placement of the sand layer. Final layer of filter fabric shall be observed at this stage.
Required:
- Top of rock visible
- Overlap on filter fabric visible
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
Step 3: Final Grade Inspection
Other: Ring Follow-Up Inspection
Other: Ring Follow-Up Inspection
This inspection is to observe the final grade after completion of the installation of the drainage rock and sand/riding surface.
Required:
- Final grade of ring is complete
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
Other: Ring Follow-Up Inspection
Other: Ring Follow-Up Inspection
Other: Ring Follow-Up Inspection
This inspection is to observe any issue that was required by the engineer or the Village of Wellington to be revised.
Required:
- Items flagged as needing a revision are completed
Wellington Inspections - Horse Wash/Drainfield
Step 1: Tank Inspection
Step 3: Drainfield Subgrade Inspection
Step 2: Materials Inspection
This inspection is required by Wellington where the tank is to be inspected, measured, etc., prior to placement in the ground.
Required:
- Shop drawings submitted to engineer
- Engineer has approved shop drawings and submitted to Wellington
- Tank is onsite and above-grade ready for viewing.
Step 2: Materials Inspection
Step 3: Drainfield Subgrade Inspection
Step 2: Materials Inspection
This inspection is to observe the proposed materials prior to placement into the work.
Required:
- Shop drawings for materials submitted to engineer
- Engineer has approved shop drawings and submitted to Wellington
- Tank is onsite and above-grade ready for viewing.
Step 3: Drainfield Subgrade Inspection
Step 3: Drainfield Subgrade Inspection
Step 3: Drainfield Subgrade Inspection
This inspection is to observe the subgrade of the drainfield prior to placement of drainage rock.
Required:
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
- Drainage pipe partially installed so that spacing can be inspected.
Step 4: Horsewash Pipe Inspection
Step 5: HWI Top of Rock Inspection
Step 3: Drainfield Subgrade Inspection
This inspection is to observe the pipe connections prior to backfill. This can be accomplished along with Steps 3 or 4.
Required:
- All pipe runs are visible and trenches are left open for observation
- All connections made
Step 5: HWI Top of Rock Inspection
Step 5: HWI Top of Rock Inspection
Step 5: HWI Top of Rock Inspection
This inspection is to observe the top of rock and filter fabric prior to placement of final grade.
Required:
- Top of rock visible
- Overlap on filter fabric visible
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
Step 6: HWI Final Grade Inspection
Step 5: HWI Top of Rock Inspection
Step 5: HWI Top of Rock Inspection
This inspection is to observe the final grade over the drainfield.
Required:
- Final grade of ring is complete
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
Wellington Inspections - Driveway/Pavement
Step 1: Driveway/Pavement Subgrade Inspection
Step 1: Driveway/Pavement Subgrade Inspection
Step 1: Driveway/Pavement Subgrade Inspection
This inspection is to observe the subgrade before placement of baserock/millings.
Required:
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
- Subgrade has been visibly compacted
- Any required density testing has been performed with test results submitted to engineer
Step 2: Driveway/Pavement Baserock Inspection
Step 1: Driveway/Pavement Subgrade Inspection
Step 1: Driveway/Pavement Subgrade Inspection
This inspection is to observe the baserock prior to placement of the final pavement.
Required:
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
- Top of baserock visible
- Baserock has been visibly compacted
- Any required density testing has been performed and submitted to engineer
Step 3: Millings/Asphalt Inspection
Step 1: Driveway/Pavement Subgrade Inspection
Step 3: Millings/Asphalt Inspection
This inspection is to observe the final riding surface, including millings, asphalt, concrete, etc. See concrete inspection section as required.
Required:
- Two crew members onsite and materials to conduct a string-line inspection or staff with laser and rod
- Asphalt mix design submitted to engineer and approved
- Asphalt testing results as required