Information based on query as of Friday, May 17, 2024.
Permit Information
Permit NumberESC19-01084
StatusIssued
Name SHANE SYNDERGAARD
Site Address 3035 E BARBER VALLEY DR
Project NamePivot KA at Barber Valley
Customer Number 
ePlanReviewNo
Description
Core/Shell and Tenant Improvement for Pivot KA to include a cycling studio, cardio/weight, yoga studio, functional training, locker rooms, and support spaces.
Contact Information
See Activities list for contact information
Show All Activities
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
General Inspection7/28/20207/28/20207/28/2020 PASS
DetailsAndy J. Long
No trackout, no spills or dischargeds, no fugitive dust. Small crew onsite workings.
General Inspection6/12/20206/12/20206/12/2020 PASS
DetailsAndy J. Long
General Inspection4/27/20204/27/20204/27/2020PPASS
DetailsAndy J. Long
Dewatering complete. Turbidity logs submitted for review. Approved.
General Inspection4/24/20204/24/20204/24/2020PPASS
DetailsMichael Zawacki
Water at outlet is 52 NTU. Within thresh hold but high. Needs to be monitored. Crew is in trench getting sewer set.
General Inspection4/21/20204/22/20204/23/2020APASS
DetailsMichael Zawacki
No current discharges. Turbidity in onsite pond is over 300. They expanded their onsite drainage area. Still capacity in pond before discharge.
General Inspection4/21/20204/21/20204/21/2020APASS
DetailsAndy J. Long
check on dewatering

No discharge at time of inspection. Pond did not appear muddy.

RP and excvator foreman have been taking turbidity measures every hour. Started 5 NTU this morning. The had an exceedence over the 55NTU limit at 85 NTU, but made changes on site to get back down to 35 NTU

Follow up scheduled for tomorrow. Dewatering expected to go until Thursday
General Inspection4/20/20204/20/20204/20/2020PPEND
DetailsAndy J. Long
confirm dewatering plan installation per plan

Corrective actions and payment of fines for violations have been completed. Site has an approved dewatering plan.

Site footprint does not allow for the same # of ponds drawn on site plan. Rest of plan is implemented per plan.

Background pond water is 6 NTU, limit of discharge should be 56 NTU

Was onsite for water to begin discharging into pond, with turbidity readings between 65-80. Water was beginning to clear up, going to allow dewatering through night and will check in the morning and modify as needed to get dewatering discharge below 56 NTU.
BMP Violation4/17/20204/20/20204/20/2020ADONE
DetailsAndy J. Long
NOV sent to project RP and excavation/dewatering foreman

Fees added to site for violations:

$78.75 ESC special site fee: no approved dewatering plan
$78.75 ESC special site fee: prohibited dirty discharge to public surface water
General Inspection4/15/20204/16/20204/17/2020AFAIL
DetailsAndy J. Long
check on dewatering

Muddy water flowing into pond. Site claims to have broken a dam in their containment system earlier in afteroon.

Plume visible in pond, no stop of work or correction seems to have been completed.

Titanium Excavation did not submit a dewatering plan as promised.

No further work until a plan is approved and different system is prepared.
General Inspection4/15/20204/15/20204/15/2020PPEND
DetailsAndy J. Long
check on dewatering


No discharge occuring yet, pumped water starting to fill up trenches. No formal dewatering plan submitted or implemented. Trenches are not lined, outlet pipe to pond is not a riser

Request to add additional volume for infiltration/holding area was completed. Crew is to check on water quality levels tonight before leaving and first thing in the morning.
General Inspection3/11/20203/27/20203/27/2020PPASS
DetailsMichael Zawacki
No activity, gate is locked.
Has rock entrance, currently nothing leaving site.
Site Preparation3/9/20203/11/20203/11/2020APASS
DetailsAndy J. Long
Shayne 10 AM

Site start-up & initial BMPs are installed:
- Responsible Person on duty
- ESC permit sign posted
- Constructtion entrance had adequate length, under lying fabric, and angular rock
- Clearing limits have been staked, site perimeter has chain link fence and preserved sidewalks and vegetation strips
- Pusher Excavation (Dante) will provide lined concrete washout prior to any concrete work
- Notified that they will need a water truck onsite to manage fugitive dust
- Surrounding storm drains have sediment bags installed.

RP Shayne to provide dewatering plan prior to dewatering work. Follow up inspection scheduled

Approved for construciton