HomeMy Public PortalAboutP001174333_3/8/2024 11:48:28 AMPost-Construction Stormwater BMP Inspection and Maintenance Record
Bayer Equip #:276117
MSD P Number:P001174333
Project:Visitor Parking
Address:700 Chesterfield Parkway West 63017
Customer:Bayer
Contact:Anna Tang
Phone Number:314-694-3169
Email:anna.tang@bayer.com Inspector(s):Marianne Pott
Company:Stormwater STL LLC
Address:6514 Lansdowne Avenue 63109
Constr. Approval:January 18, 2019 Phone:(314) 229-8334
Record Start Date:March 11, 2019 E-mail:marianne@stormwater-stl.net
Stormwater Treatment Facilities:Total Count:
Count Type Description Count Type Description
1 BIOR BIORETENTION/RAINGARDEN (A)P-1 MICROPOOL EXTENDED DETENTION POND (A)
BIOS BIORETENTION/RAINGARDEN (SMALL) (A)P-2 WET POND (A)
GRWD GRAVEL WETLAND (A)P-3 WET EXTENDED DETENTION POND (A)
CIST CISTERN/DRYWELL (U)P-5 POCKET POND (A)
DRY SWALE - LARGE (A)W-2 ED SHALLOW WETLAND (A)
O-2 DRY SWALE - SMALL (A)W-3 POND/WETLAND SYSTEM (A)
O-3 WET SWALE - LARGE (A)SCDN STORM CREDIT - DISCONNECT NONROOFTOP (A)
O-4 WET SWALE - SMALL (A)SCDR STORM CREDIT - DISCONNECT ROOFTOP (A)
HDSP PROPRIETARY HYDRODYNAMIC SEPARATOR SCES STORM CREDIT - ENVIRONMENTALLY SENSTV(A)
I-1 INFILTRATION TRENCH (A)SCNA STORM CREDIT - NATURAL AREA CONSERVA (A)
I-2 INFILTRATION BASIN (A)SCOC STORM CREDIT - OPEN CHANNEL USE (A)
AMDS AMENDED SOILS (A)SCSB STORM CREDIT - SHEET FLOW TO BUFFER (A)
GRRF GREEN ROOF (A)F-1 SURFACE SAND FILTER (A)
O-5 FILTER STRIPS - LARGE (A)F-3 PERIMETER SAND FILTER (A)
O-6 FILTER STRIPS - SMALL (A)F-4 ORGANIC FILTER (A)
PPAS PERMEABLE PAVEMENT - ASPHALT (A)F-5 POCKET SAND FILTER (A)
PPBK PERMEABLE PAVEMENT - PAVER BLOCK (A)F-PR PROPRIETARY BMP FILTER (U)
PPCO PERMEABLE PAVEMENT - CONCRETE (A)F-2 UNDERGROUND SAND FILTER (U)
PPGR PERMEABLE PAVEMENT - GRAVEL (A)
DET DETENTION WQS UNDERGROUND WATER QUALITY STORAGE
1 DET U UNDERGROUND FBAY PRETREATMENT FOREBAY
Inspection, Maintenance and Annual Report Submission Record:
Date Activity Date Activity
2019.03.11 Initial inspection
2019.06.13 Inspection
2019.09.17 Inspection
2019.12.11 Inspection
2020.03.05 Inspection
2020.06.23 Inspection
2020.09.16 Inspection
2020.12.08 Inspection
2021.03.19 Inspection
2021.06.08 Inspection
2021.09.08 Inspection
2021.12.07 Inspection
2022.03.02 Inspection
2022.06.22 Inspection
2022.09.22 Inspection
2022.12.07 Inspection
2023.03.07 Inspection
2023.06.07 Inspection
2023.09.20 Inspection
2023.12.06 Inspection
2
Post-Construction Stormwater BMP Inspection Report
Bayer Equip #:276117
MSD P Number:P001174333
Project:Visitor Parking
Address:700 Chesterfield Parkway West 63017
Inspection Date:December 6, 2023
Time:9:30 AM
Weather:39°F; Sunny
Last rain event:0.01" on December 5, 2023
Last one inch rainfall:1.62" on September 27, 2023
Bayer Inspector(s):Marianne Pott
Anna Tang Company:Stormwater STL LLC
314-694-3169 Address:6514 Lansdowne Avenue 63109
anna.tang@bayer.com Phone:(314) 229-8334
E-mail:marianne@stormwater-stl.net
Last Inspection Date:September 20, 2023
Inspector's Summary:
Status of Open Action Items Identified During This Reporting Year:
Biodetention Basin 04C (GIS-BMP-9140)
Biodetention Basin 04C (GIS-BMP-9140)
Biodetention Basin 04C (GIS-BMP-9140)
Biodetention Basin 04C (GIS-BMP-9140)
Biodetention Basin 04C (GIS-BMP-9140)
Biodetention Basin 04C (GIS-BMP-9140)
Action Items Identified During This Inspection:
No new action items were identified during this inspection.
Page 1
Customer:
Contact:
Phone Number:
Email:
This document has been prepared exclusively for the Customer noted above (Customer) by Stormwater STL LLC (Stormwater STL), based on a visual inspection conducted on the date(s) noted
above. Unless specifically indicated, Stormwater STL did not undertake any forensic investigation at this location on the date(s) noted. The opinions expressed in this document relate only to the
condition of the site and the Post-Construction Stormwater BMP(s) as observed by Stormwater STL on the date(s) noted. The content of this document reflects the opinion of Stormwater STL
only and Stormwater STL makes no express or implied representation or warranty with respect to the conditions described or the functionality of the systems identified in this report. Other than
Customer, third parties who rely upon this document do so solely at their own risk and Stormwater STL disclaims all liability, damages or loss with respect to such reliance. Neither Customer nor
Stormwater STL, nor any person acting for and/or on behalf of those companies, assumes any responsibility, duty of care or liability to any person to update the contents of this document or to
distribute any subsequently learned information to recipients of this document other than to Customer. This disclaimer must accompany every copy of this document, which is an integral
document and must be read in its entirety.
CONTROL for growth of invasive weeds (Bayer) --- COMPLETED
CUT AND REMOVE dead vegetation before next growing season (Bayer) --- COMPLETED
FILL animal burrow at west end near ST C4A (Bayer) --- NOT COMPLETED
ADD thick covering of mulch to all embankments (Bayer) --- COMPLETED
FILL animal burrows at 4th swale from east end (Bayer) --- COMPLETED BUT NEEDED AGAIN
REMOVE silt on surface of mulch below 5th rock swale from the west (Bayer) --- NOT COMPLETED
Construction for the BMPs associated with the Visitor Parking was approved by MSD on January 18, 2019 and includes the use of a biodetention basin and
expansion of the existing Stormtech MC-4500 Underground Chamber System originally approved under MSD P001174326. This project also modified
aspects of biodetention basin 04A (under MSD P001174326) and biodetention basin 02A (under MSD P001174323). MSD's GIS mapping and online
annual reporting system, however, include biodetention basin 04A and the entire existing Stormtech MC-4500 Underground Chamber System of MSD
P001174326 as being a part of this project.
The expansion included one isolator row and two chambers. Stormwater was designed to enter the biodetention basin through 12 curb cuts with rock
swales (17 feet long by 2.5 feet wide by 6 inches deep) over filter fabric. The rock swales abruptly end at the bottom of the biodetention basin and appear to
have been insufficiently lined with landscaping fabric, making the edges of all swales susceptible to erosion. After carefully reviewing each component of the
system and finding only routine maintenance items to be addressed (see below), I am pleased to confirm:
Based on what was observed, this stormwater treatment system appears to function in accordance of the design intent.
Post-Construction Stormwater BMP Inspection Report
Field Observations:
Biodetention Basin 04C (GIS-BMP-9140)
Assessment Comments
Yellow
Green
Green
Green
Green
Green
Green
Yellow
Green
Green
Green
Green
Green
Green
Green
Assessment Comments
Green
Green
Green
Green
Green
Green
Private Inlets/Manholes/Piping
Assessment Comments
Green
Green
Green
Green
Photographs
See attached sheet(s)
Inspector's Notes
Bayer Visitor Parking - December 6, 2023 Page 2
Attribute
Access FILL animal burrows at west end near ST C4A & at 4th swale from east end, photos 7 & 10
(Bayer)
Trash/debris/leaves Trash, debris or leaves in west half of basin as winter cut down was partially completed
Scour MONITOR for slight scouring of backfilled soil in previously eroded area at east of basin
Erosion within rock swales Erosion is occurring at edges of rock swales due to design and construction
Sediment REMOVE silt on surface of mulch below 5th rock swale from the west, photo 2 (Bayer)
Clogging No evidence of clogging
Water ponding on surface No ponding water noted
Sheen on water surface N/A
Weeds Invasive growth was removed during 2023 growing season
Underdrain Clear of obstructions and dry
Structural components Nyloplast drain basins ST C3B and ST C3A are clear of obstructions, photo 9
Mulch Mulch remains on all embankments but washing off adjacent to Inlet ST C4A , photo 5
Turf Turf on embankments is in fair condition but susceptible to erosion at bottom
Plants Excellent coverage of native plants, photo 1; winter cleanup was underway, photo 6
1" of gravel in sump of ST C1
Trash/debris/leaves Some mulch and organic debris visible at back of isolator row, photo 12
Average sediment buildup Most of the filter fabric is visible, approx. 0.25 - 0.75" at back 1/3 of row, photos 11 & 12
Condition of filter media Multiple probes confirm filter media is in good condition, photo 8
StormTech Underground Detention System (GIS-BMP-9142)
Attribute
IMPORTANT NOTE ABOUT PLANT MATERIALS IN STORMWATER QUALITY SYSTEMS
Dead plant and other organic materials, if allowed to lay on the surface of your stormwater quality filter(s) for an extended period, will decay and cause
premature clogging. Often, removal and replacement of some or all of the filter media and plant materials are required to restore full functionality. Removal
of dead plant materials and other organics each fall will extend the life of the stormwater quality system and reduce maintenance and repair costs.
If you have questions plant maintenance or would like to develop a stewardship program to protect your stormwater quality assets, please let me know.
September 22, 2022: Weedy growth continues to grow in and around the native plants in the biodetention basin. The rock swales continue to erode from
within where landscaping fabric was installed insufficiently. Removal of silt is still recommended on the 2 - 3 foot by 2 - 3 foot area of filter bed below the 5th
rock swale from the west.
December 7, 2022: All dead plant material was cut down and removed from the basin. With the basin cleaned out for the year, two animal burrows became
apparent which need to be filled in. The embankments could also use a thick coat of mulch prior to the beginning of the next growing season. Mulch should
not be added to the surface of the basin since it easily floats and buries sediment that has entered the system.
March 7, 2023: Thick mulch was added to all embankments. The animal burrow below the 4th swale from the east was not located this inspection,
suggesting that it may have been filled in. The animal burrow below the inlet ST C4A has not been filled in.
June 7, 2023: Native plants have excellent coverage throughout the biodetention basin. Invasive growth noted above should continue to be managed.
September 20, 2023: Some weeds noted during the previous inspection seem to have been removed, but more weedy growth remains in the biodetention
basin.
December 6, 2023: Dead plant growth was removed throughout half of the basin.
Trash/debris/leaves
Erosion/settlement around structures
System discharge Clear
Attribute
Access
Measured sediment buildup Inspection port above isolator row has not been located at surface
Water ponding on bottom No ponding water
Structural components Foundation stone appears to mostly level except low spot at east end; fabric is loose
Access
BAYER –
Visitor Parking Stormwater BMP Photos
December 6, 2023
1. VIEW OF BIODETENTION BASIN 04C (GIS-BMP-
9140)
2. REMOVE SILT ON SURFACE OF MULCH BELOW
5TH ROCK SWALE FROM THE WEST
3. VIEW OF FILTER MEDIA WITH SILT COLLECTING
ON SURFACE OF MULCH BELOW 5TH SWALE
4. EXAMPLE OF CURB OPENINGS AND ROCK
SWALES
5. VIEW OF INLET ST C4A –MULCH WASHED OFF
ADJACENT TO ROCK BLANKET
6. WINTER CUTDOWN WAS PARTIALLY
COMPLETED DURING INSPECTION
7. FILL IN ANIMAL BURROW BELOW INLET ST C4A
AT WEST END
8. VIEW OF FILTER MEDIA WITH NO SILT
COLLECTING ON SURFACE OF MULCH
9. NYLOPLAST DRAIN BASINS SHOW DISCHARGE TO
BE CLEAR
10. FILL ANIMAL BURROW AT 4TH SWALE FROM
EAST END OF BASIN
11. MINIMAL SEDIMENT IN ISOLATOR ROW OF
STORMTECH SYSTEM (GIS-BMP-9142)
12. UP TO 0.75” OF SEDIMENT AT BACK OF
ISOLATOR ROW (GIS-BMP-9142)
Post-Construction Stormwater BMP Inspection and Maintenance Record
Bayer Equip #:266291
MSD P Number:P001174326
Project:Technology Building
Address:700 Chesterfield Parkway West 63017
Customer:Bayer
Contact:Anna Tang
Phone Number:314-694-3169
Email:anna.tang@bayer.com Inspector(s):Marianne Pott
Company:Stormwater STL LLC
Address:6514 Lansdowne Avenue 63109
Constr. Approval:September 26, 2018 Phone:(314) 229-8334
Record Start Date:June 21, 2018 E-mail:marianne@stormwater-stl.net
Stormwater Treatment Facilities:Total Count:
Count Type Description Count Type Description
2 BIOR BIORETENTION/RAINGARDEN (A)P-1 MICROPOOL EXTENDED DETENTION POND (A)
BIOS BIORETENTION/RAINGARDEN (SMALL) (A)P-2 WET POND (A)
GRWD GRAVEL WETLAND (A)P-3 WET EXTENDED DETENTION POND (A)
CIST CISTERN/DRYWELL (U)P-5 POCKET POND (A)
O-1 DRY SWALE - LARGE (A)W-2 ED SHALLOW WETLAND (A)
O-2 DRY SWALE - SMALL (A)W-3 POND/WETLAND SYSTEM (A)
O-3 WET SWALE - LARGE (A)SCDN STORM CREDIT - DISCONNECT NONROOFTOP (A)
O-4 WET SWALE - SMALL (A)SCDR STORM CREDIT - DISCONNECT ROOFTOP (A)
HDSP PROPRIETARY HYDRODYNAMIC SEPARATOR SCES STORM CREDIT - ENVIRONMENTALLY SENSTV(A)
I-1 INFILTRATION TRENCH (A)SCNA STORM CREDIT - NATURAL AREA CONSERVA (A)
I-2 INFILTRATION BASIN (A)SCOC STORM CREDIT - OPEN CHANNEL USE (A)
AMDS AMENDED SOILS (A)SCSB STORM CREDIT - SHEET FLOW TO BUFFER (A)
GRRF GREEN ROOF (A)F-1 SURFACE SAND FILTER (A)
O-5 FILTER STRIPS - LARGE (A)F-3 PERIMETER SAND FILTER (A)
O-6 FILTER STRIPS - SMALL (A)F-4 ORGANIC FILTER (A)
PPAS PERMEABLE PAVEMENT - ASPHALT (A)F-5 POCKET SAND FILTER (A)
PPBK PERMEABLE PAVEMENT - PAVER BLOCK (A)F-PR PROPRIETARY BMP FILTER (U)
PPCO PERMEABLE PAVEMENT - CONCRETE (A)F-2 UNDERGROUND SAND FILTER (U)
PPGR PERMEABLE PAVEMENT - GRAVEL (A)
DET DETENTION WQS UNDERGROUND WATER QUALITY STORAGE
1 DET U UNDERGROUND FBAY PRETREATMENT FOREBAY
Inspection, Maintenance and Annual Report Submission Record:
Date Activity Date Activity
2018.06.21 Initial inspection
2018.09.10 Inspection
2018.12.11 Inspection
2019.03.11 Inspection
2019.06.13 Inspection
2019.09.17 Inspection
2019.12.11 Inspection
2020.03.05 Camera / Inspection
2020.03.05 Inspection
2020.06.22
2020.06.23 Inspection
2020.09.16 Inspection
2020.12.08 Inspection
2021.03.16 Inspection
2021.06.08 Inspection
2021.09.08 Inspection
2021.12.07 Inspection
2022.03.02 Inspection
2022.06.22 Inspection
2022.09.22 Inspection
2022.12.07 Inspection
2023.03.07 Inspection
2023.06.07 Inspection
2023.09.20 Inspection
2023.12.06 Inspection
3
Maintenance - Cleaning piping from ST E4 to ST E3
Post-Construction Stormwater BMP Inspection Report
Bayer Equip #:266291
MSD P Number:P001174326
Project:Technology Building
Address:700 Chesterfield Parkway West 63017
Inspection Date:December 6, 2023
Time:9:30 AM
Weather:39°F; Sunny
Last rain event:0.01" on December 5, 2023
Last one inch rainfall:1.62" on September 27, 2023
Inspector(s):Marianne Pott
Bayer Company:Stormwater STL LLC
Anna Tang Address:6514 Lansdowne Avenue 63109
314-694-3169 Phone:(314) 229-8334
anna.tang@bayer.com E-mail:marianne@stormwater-stl.net
Last Inspection Date:September 20, 2023
Inspector's Summary:
Status of Open Action Items Identified During This Reporting Year:
Both Biodetention Basins
Both Biodetention Basins
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)ADD mulch to bare soil along drive surface to west of basin to reduce erosion (Bayer) --- COMPLETED
Biodetention Basin 04A (GIS-BMP-9141)
Biodetention Basin 04A (GIS-BMP-9141)
Action Items Identified During This Inspection:
Biodetention Basin 04B (GIS-BMP-9286)
Page 1
FILL hole on south embankment to west of ST A16 (Bayer) --- NOT COMPLETED
FILL animal burrow at west end of basin (Bayer) --- NOT COMPLETED
FILL animal burrow at east end of basin (Bayer) --- COMPLETED BUT NEEDED AGAIN
ADD thick covering of mulch to all embankments (Bayer) --- COMPLETED
CUT & REMOVE dead plant material before next growing season (Bayer)
REFRESH mulch on bare west and southeast embankments (Bayer) --- COMPLETED
This document has been prepared exclusively for the Customer noted above (Customer) by Stormwater STL LLC (Stormwater STL), based on a visual inspection conducted on the date(s) noted
above. Unless specifically indicated, Stormwater STL did not undertake any forensic investigation at this location on the date(s) noted. The opinions expressed in this document relate only to the
condition of the site and the Post-Construction Stormwater BMP(s) as observed by Stormwater STL on the date(s) noted. The content of this document reflects the opinion of Stormwater STL
only and Stormwater STL makes no express or implied representation or warranty with respect to the conditions described or the functionality of the systems identified in this report. Other than
Customer, third parties who rely upon this document do so solely at their own risk and Stormwater STL disclaims all liability, damages or loss with respect to such reliance. Neither Customer nor
Stormwater STL, nor any person acting for and/or on behalf of those companies, assumes any responsibility, duty of care or liability to any person to update the contents of this document or to
distribute any subsequently learned information to recipients of this document other than to Customer. This disclaimer must accompany every copy of this document, which is an integral
document and must be read in its entirety.
CUT & REMOVE dead plant material before next growing season (Bayer) --- COMPLETED 2022-2023
CONTROL for growth of invasive weeds (Bayer) --- COMPLETED
Construction for the Technology Building was approved by MSD on September 26, 2018 and includes two biodetention basins and one StormTech
underground detention system along with associated private inlets, manholes, and piping. The rainwater harvesting cistern associated with the project was
a voluntary addition as part of the building's LEED certification, and is not treated as a MSD-regulated stormwater BMP. The configuration of basin 04A was
revised by the Visitor Parking Project, MSD P001174333, in which the inlet ST C1 was eliminated and the stormwater was designed to enter through 7 curb
cuts with rock swales (17 feet long by 2.5 feet wide by 6 inches deep) over filter fabric.
MSD's GIS mapping and online annual reporting system actually include biodetention basin 04A and the entire existing Stormtech MC-4500 Underground
Chamber System as being a part of MSD P001174333. The rock swales abruptly end at the bottom of the biodetention basin and appear to have been
insufficiently lined with landscaping fabric, making the edges of all swales susceptible to erosion. After carefully reviewing each component of the system
and finding only routine maintenance items to be addressed (see below), I can confirm:
Based on what was observed, this stormwater treatment system appears to be functioning in accordance with the design intent.
Customer:
Contact:
Phone Number:
Email:
ADD thick mulch to bottom half of south embankment (Bayer) --- NOT COMPLETED
Post-Construction Stormwater BMP Inspection Report
Field Observations:
Biodetention Basin 04A at Southeast Corner of Building (GIS-BMP-9141)
Assessment Comments
Yellow
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Assessment Comments
Green
Green
Green
Green
Green
Green
Control Structure in ST A10
Assessment Comments
Green
Green
Green
Green
Biodetention Basin 04B to North of Building (GIS-BMP-9286)
Attribute Assessment Comments
Yellow
Green
Green
Green
Yellow
Green
Yellow
Green
Green
Green
Yellow
Native plants on basin bottom Yellow
Green
Green
Green
Green
Private Inlets/Manholes/Piping
Attribute Assessment Comments
Access Green
Trash/deb Green
Erosion/s
ettlement
Green
System discharge Green
Miscellaneous
Attribute Assessment Comments
Complaint Green
Mosquito Green
Encroach Green
Public Hazard(s)Green
Other (describe)Green
Bayer Technology Building - December 6, 2023 Page 2
Crack in bottom of eastern Nyloplast drain but drains appear clear of obstructions, photo 2
Condition of filter media Filter media appears to be in good condition, photo 12
CUT & REMOVE dead plant material before next growing season (Bayer)
Weeds Weeds were removed since the previous inspection
Underdrain Underdrain is clear of obstructions and dry
Structural components
FILL animal burrow at west end of basin (Bayer)
Mulch Mulch added at west end but remains mostly absent on bottom half of south slope; mulch
on east part of south embankment is starting to wear thin
Turf No turf adjacent to basin; mulched areas of native plantings
Native plants on embankments CUT & REMOVE dead plant material before next growing season (Bayer)
Erosion Slight scouring of surface below west rock blanket; minor erosion at north edge of rock
blanket
Erosion ADD thick mulch to bottom half of south embankment, photo 11 (Bayer)
Sediment No silt observed on surface of basin
Clogging No indications of clogging
Water ponding on surface Some ponding water at foot of west rock blanket
Odor FILL hole on south embankment to west of ST A16, photo 10 (Bayer)
Access
Trash/debris/leaves Some trash, leaves and debris present
Structural components Foundation stone appears to be somewhat level; eccentric header pipe appears clear
Structural components Concrete lids are showing signs of deterioration
Trash/debris/leaves None
Sediment buildup at low flow orifice Trash rack appears to be clear, photo 7
Attribute
Access
Attribute
Underdrain Underdrain appears to be clear of obstructions and dry
Structural components In good condition
Measured sediment buildup Inspection port above isolator row has not been located
Water ponding on bottom No ponding water in low spot on right side of row one third of the way back, photo 6
Condition of filter media Multiple probes confirm filter media is in good condition, photo 5
StormTech Underground Detention System (GIS-BMP-9142)
Access Isolator row access is at the edge of crosswalk in the street
Trash/debris/leaves Some mulch and organic debris apparent at back of isolator row
Average sediment buildup Dusting at the front; Up to 0.5" estimated at back half / two thirds of row, photo 6
Weeds Weeds were removed since the previous inspection
Erosion MONITOR for erosion within rock swales, photo 4
Sediment Up to 0.25" of silt is collecting on surface below rock swales 2 - 4 from west end
Mulch Mulch remains on all embankments, some loss below 1st rock blanket from west
Turf Turf on embankments is in good condition - susceptible to erosion at bottom edges
Plants Excellent coverage of native plants; dead plant growth was cut down & removed, photo 1
Access FILL animal burrow reformed at east end of basin (Bayer)
Trash/debris/leaves No trash, debris or leaves noted - basin was cleaned out for the winter
Clogging No evidence of clogging
Water ponding on surface No ponding water noted
Erosion Interface of mulched beds and turf strips was covered with mulch
Erosion Some scouring of mulch at west end below 1st curb opening & rock blanket, photo 3
Attribute
Clear
Post-Construction Stormwater BMP Inspection Report
Photographs
See attached sheet(s)
Inspector's Notes
Bayer Technology Building - December 6, 2023 Page 3
IMPORTANT NOTE ABOUT PLANT MATERIALS IN STORMWATER QUALITY SYSTEMS
It's important for owners and property managers to understand that the use of native plants have a functional role in stormwater management facilities and
are required by MSD. Care should be taken to retain them in the basin and replace them as needed. Routine maintenance includes removing weedy
vegetation during the summer months and deadheading all vegetation when it has gone dormant during the winter. Please make sure that landscaping
companies involved with the care of these basins understand the native plants are intentional and are skilled in identification of both native plants and
weeds.
Please let us know if you have questions about plant maintenance or would like to develop a stewardship program to protect your stormwater quality assets.
***On 9/20/2018, saturated hydraulic conductivity was measured in biodetention basin 04B at 3.3, 6.0, and 17.5 inches per hour. MSD requires saturated
hydraulic conductivity to be at least 0.5 inches per hour, confirming that the infiltration rates exceed the minimum specification required by MSD.
***Inspection on 3/11/2019 occurred 48 hours after a 1.28" rain event, confirming that both biodetention basins drain as intended.
March 16, 2021: Both basins continue to function well and as designed. Although silt is collecting on parts of the surface of basin 02A from erosion at the
edges of the curb cuts, the basin continues to drain well within the standards. It was fully dry within only 12 hours of both a 0.44" and a 2.04" rain event in
the week the inspections occurred. Basin 02B was mostly dry within 18 hours of the 2.04" rain event, with only a few wet spots where water drains down the
west embankment. Dead tips should be removed from the tops of the rush plantings in basin 02A. The surface below the western most curb cut in basin
02A is native soil and not rain garden soil. Where mulch is consistently getting scoured out, the bare area should be covered with landscaping fabric and
matching rock as a more stable way to convey stormwater. Erosion is occurring within four of the rock swales, resulting in silt collecting on the surface
below no more than 0.25" deep. Mulch is looking very thin and nonexistent adjacent to the rock blanket at the west end of basin 02B and to the west of the
rainwater harvesting overflow.
June 8, 2021: A broken irrigation head on the west embankment of biodetention basin 04B is eroding the freshly mulched surface. The irrigation head
should be replaced and the mulch regraded. The sumac shrubs are encroaching on the manholes of Control Structure ST A10.
September 8, 2021: The broken irrigation head on the west embankment of biodetention basin 04B was repaired and the embankment was mulched. The
eroding west embankment of biodetention basin 04A was also covered with landscaping fabric and rock. Some cattail growth was noted at the west end of
basin 04B. The soil shows no signs of clogging; cattails are likely indicative of a very rainy summer. The middle cleanout in basin 02B needs a new 4" slip
cap. It is missing and therefore functioning as an unintended overflow structure and preventing the designed ponding depth.
December 7, 2021: All vegetation should be cut back to a few inches and removed from both basins. A large animal burrow has developed at the east end
of basin 04A that needs to be filled back in.
March 2, 2022: Basins were cleared out in preparation of next growing season. The base of the retaining wall in basin 04B was protected with rock and the
standpipe was covered with a slip cap.
June 22, 2022: Each area appears to be functioning as intended. Both biodetention basins need routine care to pull and remove weedy growth in and
around that native plantings.
September 22, 2022: Each area appears to be functioning as intended. Both biodetention basins need routine care to pull and remove weedy growth in
and around that native plantings. Mulch will need to be added to the south embankment at the west and east ends following the winter cutdown.
December 7, 2022: Animal burrows and holes need to be filled in and bare areas in the drainage area of each basin need to be mulched.
March 7, 2023: Thick mulch was added to all embankments of biodetention basin 04A and to the west half of biodetention basin 04B. The animal burrow
looks like it had been filled in at the east end of biodetention basin 04A. Biodetention basin 04B still has a few maintenance items needing to be addressed.
Bare ground is present within the ponding elevation on the bottom half of the south embankment at the east end and also the edges of the drive to the west
of the biodetention basin where the irrigation heads are located. The bare edge along the north side of the drive is the likely source of thin layer of silt
collecting at the west end of the filter bed.
June 7, 2023: Inspection of basins was done on 6/8, following a 0.20" rain event recorded on 6/7. The foot of the west rock blanket of basin 04B had some
ponding water; the entire surface of basin 04A was dry. Invasive growth at the west end looks like it is being treated with herbicide. Weeds should continue
to be managed.
September 20, 2023: Edging and trap rock were added adjacent to the drive to the west of biodetention basin O4B. Invasive growth in basin 04B appears
to show signs of being managed, but it seems like it is being trimmed back with a weed eater instead of hand-pulled.
December 6, 2023: Invasive growth was removed in both basins. Dead plant debris was cut down and removed in basin 04A but still needs to be removed
in basin 04B. Once dead growth comes out, it is suggested to fill in scour holes, animal burrows and add mulch.
BAYER –
Technology Building Stormwater BMP Photos
December 6, 2023
1. VIEW OF BIODETENTION BASIN 04A (GIS-BMP-
9141)
2. CRACK NOTED IN BOTTOM OF EAST NYLOPLAST
DRAIN BASIN IN BASIN 04B
3. SOME LOSS OF MULCH AT WEST
EMBANKMENTS OF BASIN 04A
4. MONITOR FOR EROSION WITHIN ROCK SWALES
OF BASIN 04A
5. FILTER MEDIA IS IN GOOD CONDITION & SHOWS
NO SILT EXCEPT BELOW SWALES
6. UP TO 0.5” OF SEDIMENT IN HALF OF ISOLATOR
ROW (GIS-BMP-9142)
7. CONTROL STRUCTURE IN ST A10 SHOWS THAT
SYSTEM DISCHARGE IS CLEAR
8. VIEW OF BIODETENTION BASIN 04B (GIS-BMP-
9286)
9. EDGING & TRAP ROCK ADDED TO BARE SOIL
ALONG DRIVE SURFACE TO WEST OF BASIN 04B
10. FILL HOLE ON SOUTH EMBANKMENT TO WEST
OF ST A16 IN BASIN 04B
11. ADD MULCH TO BOTTOM OF SOUTH
EMBANKMENT OF BIODETENTION BASIN 04B
12. FILTER MEDIA AROUND CATTAIL GROWTH
SHOWS NO SIGNS OF SILT
Post-Construction Stormwater BMP Inspection and Maintenance Record
Bayer Equip #:266291
MSD P Number:P001174326
Project:Technology Building
Address:700 Chesterfield Parkway West 63017
Customer:Bayer
Contact:Anna Tang
Phone Number:314-694-3169
Email:anna.tang@bayer.com Inspector(s):Marianne Pott
Company:Stormwater STL LLC
Address:6514 Lansdowne Avenue 63109
Constr. Approval:September 26, 2018 Phone:(314) 229-8334
Record Start Date:June 21, 2018 E-mail:marianne@stormwater-stl.net
Stormwater Treatment Facilities:Total Count:
Count Type Description Count Type Description
2 BIOR BIORETENTION/RAINGARDEN (A)P-1 MICROPOOL EXTENDED DETENTION POND (A)
BIOS BIORETENTION/RAINGARDEN (SMALL) (A)P-2 WET POND (A)
GRWD GRAVEL WETLAND (A)P-3 WET EXTENDED DETENTION POND (A)
CIST CISTERN/DRYWELL (U)P-5 POCKET POND (A)
O-1 DRY SWALE - LARGE (A)W-2 ED SHALLOW WETLAND (A)
O-2 DRY SWALE - SMALL (A)W-3 POND/WETLAND SYSTEM (A)
O-3 WET SWALE - LARGE (A)SCDN STORM CREDIT - DISCONNECT NONROOFTOP (A)
O-4 WET SWALE - SMALL (A)SCDR STORM CREDIT - DISCONNECT ROOFTOP (A)
HDSP PROPRIETARY HYDRODYNAMIC SEPARATOR SCES STORM CREDIT - ENVIRONMENTALLY SENSTV(A)
I-1 INFILTRATION TRENCH (A)SCNA STORM CREDIT - NATURAL AREA CONSERVA (A)
I-2 INFILTRATION BASIN (A)SCOC STORM CREDIT - OPEN CHANNEL USE (A)
AMDS AMENDED SOILS (A)SCSB STORM CREDIT - SHEET FLOW TO BUFFER (A)
GRRF GREEN ROOF (A)F-1 SURFACE SAND FILTER (A)
O-5 FILTER STRIPS - LARGE (A)F-3 PERIMETER SAND FILTER (A)
O-6 FILTER STRIPS - SMALL (A)F-4 ORGANIC FILTER (A)
PPAS PERMEABLE PAVEMENT - ASPHALT (A)F-5 POCKET SAND FILTER (A)
PPBK PERMEABLE PAVEMENT - PAVER BLOCK (A)F-PR PROPRIETARY BMP FILTER (U)
PPCO PERMEABLE PAVEMENT - CONCRETE (A)F-2 UNDERGROUND SAND FILTER (U)
PPGR PERMEABLE PAVEMENT - GRAVEL (A)
DET DETENTION WQS UNDERGROUND WATER QUALITY STORAGE
1 DET U UNDERGROUND FBAY PRETREATMENT FOREBAY
Inspection, Maintenance and Annual Report Submission Record:
Date Activity Date Activity
2018.06.21 Initial inspection
2018.09.10 Inspection
2018.12.11 Inspection
2019.03.11 Inspection
2019.06.13 Inspection
2019.09.17 Inspection
2019.12.11 Inspection
2020.03.05 Camera / Inspection
2020.03.05 Inspection
2020.06.22
2020.06.23 Inspection
2020.09.16 Inspection
2020.12.08 Inspection
2021.03.16 Inspection
2021.06.08 Inspection
2021.09.08 Inspection
2021.12.07 Inspection
2022.03.02 Inspection
2022.06.22 Inspection
2022.09.22 Inspection
2022.12.07 Inspection
2023.03.07 Inspection
2023.06.07 Inspection
2023.09.20 Inspection
2023.12.06 Inspection
3
Maintenance - Cleaning piping from ST E4 to ST E3
Post-Construction Stormwater BMP Inspection Report
Bayer Equip #:266291
MSD P Number:P001174326
Project:Technology Building
Address:700 Chesterfield Parkway West 63017
Inspection Date:December 6, 2023
Time:9:30 AM
Weather:39°F; Sunny
Last rain event:0.01" on December 5, 2023
Last one inch rainfall:1.62" on September 27, 2023
Inspector(s):Marianne Pott
Bayer Company:Stormwater STL LLC
Anna Tang Address:6514 Lansdowne Avenue 63109
314-694-3169 Phone:(314) 229-8334
anna.tang@bayer.com E-mail:marianne@stormwater-stl.net
Last Inspection Date:September 20, 2023
Inspector's Summary:
Status of Open Action Items Identified During This Reporting Year:
Both Biodetention Basins
Both Biodetention Basins
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)
Biodetention Basin 04B (GIS-BMP-9286)ADD mulch to bare soil along drive surface to west of basin to reduce erosion (Bayer) --- COMPLETED
Biodetention Basin 04A (GIS-BMP-9141)
Biodetention Basin 04A (GIS-BMP-9141)
Action Items Identified During This Inspection:
Biodetention Basin 04B (GIS-BMP-9286)
Page 1
FILL hole on south embankment to west of ST A16 (Bayer) --- NOT COMPLETED
FILL animal burrow at west end of basin (Bayer) --- NOT COMPLETED
FILL animal burrow at east end of basin (Bayer) --- COMPLETED BUT NEEDED AGAIN
ADD thick covering of mulch to all embankments (Bayer) --- COMPLETED
CUT & REMOVE dead plant material before next growing season (Bayer)
REFRESH mulch on bare west and southeast embankments (Bayer) --- COMPLETED
This document has been prepared exclusively for the Customer noted above (Customer) by Stormwater STL LLC (Stormwater STL), based on a visual inspection conducted on the date(s) noted
above. Unless specifically indicated, Stormwater STL did not undertake any forensic investigation at this location on the date(s) noted. The opinions expressed in this document relate only to the
condition of the site and the Post-Construction Stormwater BMP(s) as observed by Stormwater STL on the date(s) noted. The content of this document reflects the opinion of Stormwater STL
only and Stormwater STL makes no express or implied representation or warranty with respect to the conditions described or the functionality of the systems identified in this report. Other than
Customer, third parties who rely upon this document do so solely at their own risk and Stormwater STL disclaims all liability, damages or loss with respect to such reliance. Neither Customer nor
Stormwater STL, nor any person acting for and/or on behalf of those companies, assumes any responsibility, duty of care or liability to any person to update the contents of this document or to
distribute any subsequently learned information to recipients of this document other than to Customer. This disclaimer must accompany every copy of this document, which is an integral
document and must be read in its entirety.
CUT & REMOVE dead plant material before next growing season (Bayer) --- COMPLETED 2022-2023
CONTROL for growth of invasive weeds (Bayer) --- COMPLETED
Construction for the Technology Building was approved by MSD on September 26, 2018 and includes two biodetention basins and one StormTech
underground detention system along with associated private inlets, manholes, and piping. The rainwater harvesting cistern associated with the project was
a voluntary addition as part of the building's LEED certification, and is not treated as a MSD-regulated stormwater BMP. The configuration of basin 04A was
revised by the Visitor Parking Project, MSD P001174333, in which the inlet ST C1 was eliminated and the stormwater was designed to enter through 7 curb
cuts with rock swales (17 feet long by 2.5 feet wide by 6 inches deep) over filter fabric.
MSD's GIS mapping and online annual reporting system actually include biodetention basin 04A and the entire existing Stormtech MC-4500 Underground
Chamber System as being a part of MSD P001174333. The rock swales abruptly end at the bottom of the biodetention basin and appear to have been
insufficiently lined with landscaping fabric, making the edges of all swales susceptible to erosion. After carefully reviewing each component of the system
and finding only routine maintenance items to be addressed (see below), I can confirm:
Based on what was observed, this stormwater treatment system appears to be functioning in accordance with the design intent.
Customer:
Contact:
Phone Number:
Email:
ADD thick mulch to bottom half of south embankment (Bayer) --- NOT COMPLETED
Post-Construction Stormwater BMP Inspection Report
Field Observations:
Biodetention Basin 04A at Southeast Corner of Building (GIS-BMP-9141)
Assessment Comments
Yellow
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Green
Assessment Comments
Green
Green
Green
Green
Green
Green
Control Structure in ST A10
Assessment Comments
Green
Green
Green
Green
Biodetention Basin 04B to North of Building (GIS-BMP-9286)
Attribute Assessment Comments
Yellow
Green
Green
Green
Yellow
Green
Yellow
Green
Green
Green
Yellow
Native plants on basin bottom Yellow
Green
Green
Green
Green
Private Inlets/Manholes/Piping
Attribute Assessment Comments
Access Green
Trash/deb Green
Erosion/s
ettlement
Green
System discharge Green
Miscellaneous
Attribute Assessment Comments
Complaint Green
Mosquito Green
Encroach Green
Public Hazard(s)Green
Other (describe)Green
Bayer Technology Building - December 6, 2023 Page 2
Crack in bottom of eastern Nyloplast drain but drains appear clear of obstructions, photo 2
Condition of filter media Filter media appears to be in good condition, photo 12
CUT & REMOVE dead plant material before next growing season (Bayer)
Weeds Weeds were removed since the previous inspection
Underdrain Underdrain is clear of obstructions and dry
Structural components
FILL animal burrow at west end of basin (Bayer)
Mulch Mulch added at west end but remains mostly absent on bottom half of south slope; mulch
on east part of south embankment is starting to wear thin
Turf No turf adjacent to basin; mulched areas of native plantings
Native plants on embankments CUT & REMOVE dead plant material before next growing season (Bayer)
Erosion Slight scouring of surface below west rock blanket; minor erosion at north edge of rock
blanket
Erosion ADD thick mulch to bottom half of south embankment, photo 11 (Bayer)
Sediment No silt observed on surface of basin
Clogging No indications of clogging
Water ponding on surface Some ponding water at foot of west rock blanket
Odor FILL hole on south embankment to west of ST A16, photo 10 (Bayer)
Access
Trash/debris/leaves Some trash, leaves and debris present
Structural components Foundation stone appears to be somewhat level; eccentric header pipe appears clear
Structural components Concrete lids are showing signs of deterioration
Trash/debris/leaves None
Sediment buildup at low flow orifice Trash rack appears to be clear, photo 7
Attribute
Access
Attribute
Underdrain Underdrain appears to be clear of obstructions and dry
Structural components In good condition
Measured sediment buildup Inspection port above isolator row has not been located
Water ponding on bottom No ponding water in low spot on right side of row one third of the way back, photo 6
Condition of filter media Multiple probes confirm filter media is in good condition, photo 5
StormTech Underground Detention System (GIS-BMP-9142)
Access Isolator row access is at the edge of crosswalk in the street
Trash/debris/leaves Some mulch and organic debris apparent at back of isolator row
Average sediment buildup Dusting at the front; Up to 0.5" estimated at back half / two thirds of row, photo 6
Weeds Weeds were removed since the previous inspection
Erosion MONITOR for erosion within rock swales, photo 4
Sediment Up to 0.25" of silt is collecting on surface below rock swales 2 - 4 from west end
Mulch Mulch remains on all embankments, some loss below 1st rock blanket from west
Turf Turf on embankments is in good condition - susceptible to erosion at bottom edges
Plants Excellent coverage of native plants; dead plant growth was cut down & removed, photo 1
Access FILL animal burrow reformed at east end of basin (Bayer)
Trash/debris/leaves No trash, debris or leaves noted - basin was cleaned out for the winter
Clogging No evidence of clogging
Water ponding on surface No ponding water noted
Erosion Interface of mulched beds and turf strips was covered with mulch
Erosion Some scouring of mulch at west end below 1st curb opening & rock blanket, photo 3
Attribute
Clear
Post-Construction Stormwater BMP Inspection Report
Photographs
See attached sheet(s)
Inspector's Notes
Bayer Technology Building - December 6, 2023 Page 3
IMPORTANT NOTE ABOUT PLANT MATERIALS IN STORMWATER QUALITY SYSTEMS
It's important for owners and property managers to understand that the use of native plants have a functional role in stormwater management facilities and
are required by MSD. Care should be taken to retain them in the basin and replace them as needed. Routine maintenance includes removing weedy
vegetation during the summer months and deadheading all vegetation when it has gone dormant during the winter. Please make sure that landscaping
companies involved with the care of these basins understand the native plants are intentional and are skilled in identification of both native plants and
weeds.
Please let us know if you have questions about plant maintenance or would like to develop a stewardship program to protect your stormwater quality assets.
***On 9/20/2018, saturated hydraulic conductivity was measured in biodetention basin 04B at 3.3, 6.0, and 17.5 inches per hour. MSD requires saturated
hydraulic conductivity to be at least 0.5 inches per hour, confirming that the infiltration rates exceed the minimum specification required by MSD.
***Inspection on 3/11/2019 occurred 48 hours after a 1.28" rain event, confirming that both biodetention basins drain as intended.
March 16, 2021: Both basins continue to function well and as designed. Although silt is collecting on parts of the surface of basin 02A from erosion at the
edges of the curb cuts, the basin continues to drain well within the standards. It was fully dry within only 12 hours of both a 0.44" and a 2.04" rain event in
the week the inspections occurred. Basin 02B was mostly dry within 18 hours of the 2.04" rain event, with only a few wet spots where water drains down the
west embankment. Dead tips should be removed from the tops of the rush plantings in basin 02A. The surface below the western most curb cut in basin
02A is native soil and not rain garden soil. Where mulch is consistently getting scoured out, the bare area should be covered with landscaping fabric and
matching rock as a more stable way to convey stormwater. Erosion is occurring within four of the rock swales, resulting in silt collecting on the surface
below no more than 0.25" deep. Mulch is looking very thin and nonexistent adjacent to the rock blanket at the west end of basin 02B and to the west of the
rainwater harvesting overflow.
June 8, 2021: A broken irrigation head on the west embankment of biodetention basin 04B is eroding the freshly mulched surface. The irrigation head
should be replaced and the mulch regraded. The sumac shrubs are encroaching on the manholes of Control Structure ST A10.
September 8, 2021: The broken irrigation head on the west embankment of biodetention basin 04B was repaired and the embankment was mulched. The
eroding west embankment of biodetention basin 04A was also covered with landscaping fabric and rock. Some cattail growth was noted at the west end of
basin 04B. The soil shows no signs of clogging; cattails are likely indicative of a very rainy summer. The middle cleanout in basin 02B needs a new 4" slip
cap. It is missing and therefore functioning as an unintended overflow structure and preventing the designed ponding depth.
December 7, 2021: All vegetation should be cut back to a few inches and removed from both basins. A large animal burrow has developed at the east end
of basin 04A that needs to be filled back in.
March 2, 2022: Basins were cleared out in preparation of next growing season. The base of the retaining wall in basin 04B was protected with rock and the
standpipe was covered with a slip cap.
June 22, 2022: Each area appears to be functioning as intended. Both biodetention basins need routine care to pull and remove weedy growth in and
around that native plantings.
September 22, 2022: Each area appears to be functioning as intended. Both biodetention basins need routine care to pull and remove weedy growth in
and around that native plantings. Mulch will need to be added to the south embankment at the west and east ends following the winter cutdown.
December 7, 2022: Animal burrows and holes need to be filled in and bare areas in the drainage area of each basin need to be mulched.
March 7, 2023: Thick mulch was added to all embankments of biodetention basin 04A and to the west half of biodetention basin 04B. The animal burrow
looks like it had been filled in at the east end of biodetention basin 04A. Biodetention basin 04B still has a few maintenance items needing to be addressed.
Bare ground is present within the ponding elevation on the bottom half of the south embankment at the east end and also the edges of the drive to the west
of the biodetention basin where the irrigation heads are located. The bare edge along the north side of the drive is the likely source of thin layer of silt
collecting at the west end of the filter bed.
June 7, 2023: Inspection of basins was done on 6/8, following a 0.20" rain event recorded on 6/7. The foot of the west rock blanket of basin 04B had some
ponding water; the entire surface of basin 04A was dry. Invasive growth at the west end looks like it is being treated with herbicide. Weeds should continue
to be managed.
September 20, 2023: Edging and trap rock were added adjacent to the drive to the west of biodetention basin O4B. Invasive growth in basin 04B appears
to show signs of being managed, but it seems like it is being trimmed back with a weed eater instead of hand-pulled.
December 6, 2023: Invasive growth was removed in both basins. Dead plant debris was cut down and removed in basin 04A but still needs to be removed
in basin 04B. Once dead growth comes out, it is suggested to fill in scour holes, animal burrows and add mulch.
BAYER –
Technology Building Stormwater BMP Photos
December 6, 2023
1. VIEW OF BIODETENTION BASIN 04A (GIS-BMP-
9141)
2. CRACK NOTED IN BOTTOM OF EAST NYLOPLAST
DRAIN BASIN IN BASIN 04B
3. SOME LOSS OF MULCH AT WEST
EMBANKMENTS OF BASIN 04A
4. MONITOR FOR EROSION WITHIN ROCK SWALES
OF BASIN 04A
5. FILTER MEDIA IS IN GOOD CONDITION & SHOWS
NO SILT EXCEPT BELOW SWALES
6. UP TO 0.5” OF SEDIMENT IN HALF OF ISOLATOR
ROW (GIS-BMP-9142)
7. CONTROL STRUCTURE IN ST A10 SHOWS THAT
SYSTEM DISCHARGE IS CLEAR
8. VIEW OF BIODETENTION BASIN 04B (GIS-BMP-
9286)
9. EDGING & TRAP ROCK ADDED TO BARE SOIL
ALONG DRIVE SURFACE TO WEST OF BASIN 04B
10. FILL HOLE ON SOUTH EMBANKMENT TO WEST
OF ST A16 IN BASIN 04B
11. ADD MULCH TO BOTTOM OF SOUTH
EMBANKMENT OF BIODETENTION BASIN 04B
12. FILTER MEDIA AROUND CATTAIL GROWTH
SHOWS NO SIGNS OF SILT