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HomeMy WebLinkAboutO&M Manual 04-30-2014.pdf4/30/2014 Raymond SikkemaDate License Expires 11/30/15 Land Surveying - Civil Engineering - Landscape Architecture Design Firm License # 184-003102 Webster, McGrath & Ahlberg, Ltd.207 S Naperville Road, Wheaton, IL 60187 ph: (630) 668-7603 fax: (630) 682-1760 www.wmaltd.com Date: April 30, 2014 2206 E. 116th Street, Carmel, IN 46032 Section 31, Township 18N, Range 4E WMA Job # 43424 Major A BMP Operation and Maintenance Manual for LICENSE D P R O F E S SIONALE N G I N E E R 062-060028 SIKKEMA RAYMOND L. STATE OF I L L I N O I S Owner Acknowledgement Agreement (“Agreement”)   For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned owner (“Owner”) hereby submits this Operation and Maintenance Manual (“Manual”) to the City of Carmel, Indiana (“City”) as a written acknowledgement of Owner’s warranty and agreement to institute, maintain, and follow the water quality Best Management Practices (“BMPs”) listed below, and to follow and abide by the inspection schedule and maintenance activities listed in this Manual. The Owner also hereby agrees to provide, at Owner’s cost, all additional maintenance, repair, and/or replacement services reasonably necessary to maintain the function and longevity of the BMPs from and including the date this Agreement is executed by Owner to and including the date on which a new Agreement is filed with the City by another party who assumes all of the obligations and responsibilities of Owner as set forth herein.   BMPs: Contech Engineering Solutions CDS3030 (two separate structures)               Owner Signature Date         Ross S. Gallentine Printed Name Company           STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON )   BEFORE ME, the undersigned, a Notary Public in and for said County and State, personally appeared Ross Gallentine Owner subscribed and sworn before this day of , .     County of Residence Signature         Commission Expiration Date       Printed Name BMP OWNER CONTACT INFORMATION Name: BRENT APPLEBEE (On Site Operations) Address: 1181 AAA Way, Carmel, IN 46032 Telephone: 317-844-7562 Email: bkapplebee@hotmail.com The BMP Owner is responsible for all maintenance and costs associated with the BMPs listed on the Owner Acknowledgement Agreement and shown on the Site Drawings. The City of Carmel reserves the right to enter the premises to perform periodic inspections and maintenance on the BMPs as necessary. The first annual inspection and maintenance report is due one year after construction is completed, with subsequent reports due each year within the same month of the initial report. If there are any deficiencies found during the inspections, these deficiencies should be remedied. If the inspection report is not received within the month it is due, if there are deficiencies which were not included in the report, or if any deficiencies included in the report are not addressed in a timely manner, the BMP Owner faces enforcement action from the city. Annual Inspection Reports shall be submitted to: Engineering Department, Attn: Stormwater Administrator, One Civic Square, Carmel, IN, 46032. Based on recorded water quality BMP conditions, the BMP Owner shall adjust inspection and maintenance schedules accordingly. The City of Carmel reserves the right to adjust the BMP inspection and maintenance schedules based on the results of the submitted Annual BMP Inspection and Maintenance reports. The following are excerpts from the Contech Engineered Solutions CDS Guide available on their website, www.ContechES.com, and are hereby incorporated into the maintenance and operations agreement. Contech CDS Description Using patented continuous deflective separation technology, the CDS system screens, separates and traps debris, sediment, and oil and grease from stormwater runoff. The indirect screening capability of the system allows for 100% removal of floatables and neutrally buoyant material without blinding. Flow and screening controls physically separate captured solids, and minimize the re-suspension and release of previously trapped pollutants. The pollutant removal capacity of the CDS system has been proven in lab and field testing. Stormwater enters the diversion chamber where the diversion weir guides the flow into the unit’s separation chamber and pollutants are removed from the flow. All flows up to the system’s treatment design capacity enter the separation chamber and are treated. Swirl concentration and screen deflection force floatables and solids to the center of the separation chamber where 100% of floatables and neutrally buoyant debris larger than the screen apertures are trapped. Stormwater then moves through the separation screen, under the oil baffle and exits the system. The separation screen remains clog free due to continuous deflection. During the flow events exceeding the treatment design capacity, the diversion weir bypasses excessive flows around the separation chamber, so captured pollutants are retained in the separation cylinder. Maintenance The CDS system should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site activities than the size of the unit. For example, unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping of paved surfaces will slow accumulation. Inspection Inspection is the key to effective maintenance and is easily performed. Pollutant transport and deposition may vary from year to year and regular inspections will help ensure that the system is cleaned out at the appropriate time. At a minimum, inspections should be performed twice per year (e.g. spring and fall) however more frequent inspections may be necessary in climates where winter sanding operations may lead to rapid accumulations, or in equipment washdown areas. Installations should also be inspected more frequently where excessive amounts of trash are expected. The visual inspection should ascertain that the system components are in working order and that there are no blockages or obstructions in the inlet and separation screen. The inspection should also quantify the accumulation of hydrocarbons, trash, and sediment in the system. Measuring pollutant accumulation can be done with a calibrated dipstick, tape measure or other measuring instrument. If absorbent material is used for enhanced removal of hydrocarbons, the level of discoloration of the sorbent material should also be identified during inspection. It is useful and often required as part of an operating permit to keep a record of each inspection. A simple form for doing so is provided. Access to the CDS unit is typically achieved through two manhole access covers. One opening allows for inspection and cleanout of the separation chamber (cylinder and screen) and isolated sump. The other allows for inspection and cleanout of sediment captured and retained outside the screen. For deep units, a single manhole access point would allow both sump cleanout and access outside the screen. The CDS system should be cleaned when the level of sediment has reached 75% of capacity in the isolated sump or when an appreciable level of hydrocarbons and trash has accumulated. If absorbent material is used, it should be replaced when significant discoloration has occurred. Performance will not be impacted until 100% of the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easier removal of sediment. The level of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the level of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Particles at the top of the pile typically offer less resistance to the end of the rod than consolidated particles toward the bottom of the pile. Once this measurement is recorded, it should be compared to the as-built drawing for the unit to determine whether the height of the sediment pile off the bottom of the sump floor exceeds 75% of the total height of isolated sump. Cleaning Cleaning of the CDS system is required at least once per year. Cleaning schedule should be increased as needed. Cleaning of a CDS systems should be done during dry weather conditions when no flow is entering the system. The use of a vacuum truck is generally the most effective and convenient method of removing pollutants from the system. Simply remove the manhole covers and insert the vacuum hose into the sump. The system should be completely drained down and the sump fully evacuated of sediment. The area outside the screen should also be cleaned out if pollutant build-up exists in this area. In installations where the risk of petroleum spills is small, liquid contaminants may not accumulate as quickly as sediment. However, the system should be cleaned out immediately in the event of an oil or gasoline spill. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use absorbent pads since they are usually less expensive to dispose than the oil/water emulsion that may be created by vacuuming the oily layer. Trash and debris can be netted out to separate it from the other pollutants. The screen should be cleaned to ensure it is free of trash and debris. Manhole covers should be securely seated following cleaning activities to prevent leakage of runoff into the system from above and also to ensure that proper safety precautions have been followed. Confined space entry procedures need to be followed if physical access is required. Disposal of all material removed from the CDS system should be done in accordance with local regulations. In many jurisdictions, disposal of the sediments may be handled in the same manner as the disposal of sediments removed from catch basins or deep sump manholes. Check your local regulations for specific requirements on disposal. CDS Model Diameter Distance from Water Surface to Top of Sediment Pile Sediment Storage Capacity (ft) (ft) (yd3) CDS2015-4 4 3.0 0.4 CDS2015 5 3.0 1.0 CDS2020 5 3.5 1.0 CDS2025 5 4.0 1.0 CDS3020 6 4.0 1.6 CDS3030 6 4.6 1.6 CDS3035 6 5.0 1.6 CDS4030 8 4.6 4.3 CDS4040 8 5.7 4.3 CDS4045 8 6.2 4.3 Table 1: CDS Maintenance Indicators and Sediment Storage Capacities Note: To avoid underestimating the volume of sediment in the chamber, carefully lower the measuring device to the top of the sediment pile. Finer silty particles at the top of the pile may be more difficult to feel with a measuring stick. These finer particles typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. ST R U C T U R E I D WA T E R Q U A L I T Y F L O W R A T E ( C F S ) PE A K F L O W R A T E ( C F S ) RE T U R N P E R I O D O F P E A K F L O W ( Y R S ) SC R E E N A P E R T U R E ( 2 4 0 0 O R 4 7 0 0 ) PI P E D A T A : I . E . M A T E R I A L D I A M E T E R IN L E T P I P E 1 IN L E T P I P E 2 OU T L E T P I P E DATA REQUIREMENTSSITE SPECIFIC WIDTHHEIGHT AN T I - F L O T A T I O N B A L L A S T NO T E S / S P E C I A L R E Q U I R E M E N T S : RI M E L E V A T I O N * P E R E N G I N E E R O F R E C O R D **************** CD S 3 0 3 0 D E S I G N N O T E S G SO M E C O N F I G U R A T I O N S M A Y B E C O M B I N ED T O S U I T S I T E R E Q U I R E M E N T S . TH E S T A N D A R D C D S 3 0 3 0 C O N F I G U R A T I O N I S S H O W N . A L T E R N A T E C O N F I G U R A T I O N S A R E A V A I L A B L E A N D A R E L I S T E D B E L O W . CA P A C I T Y I S 2 0 . 0 C F S . I F T H E S I T E C O N D I T I O N S E X C E E D 2 0 . 0 C F S , A N U P S T R E A M B Y P A S S S T R U C T U R E I S R E Q U I R E D . CD S 3 0 3 0 R A T E D T R E A T M E N T C A P A C I T Y I S 3 . 0 C F S , O R P E R L O C A L R E G U L A T I O N S . M A X I M U M H Y D R A U L I C I N T E R N A L B Y P A S S RE L A T E D F O R E I G N P A T E N T S , O R O T H E R P A T E N T S P E N D I N G . FO L L O W I N G U . S . P A T E N T S : 5 , 7 8 8 , 8 4 8 ; 6 , 6 4 1 , 7 2 0 ; 6 , 5 1 1 , 5 9 5 ; 6 , 5 8 1 , 7 8 3 ; TH I S P R O D U C T M A Y B E P R O T E C T E D B Y O N E O R M O R E O F T H E GR A T E D I N L E T O N L Y ( N O I N L E T P I P E ) GP G R A T E D I N L E T W I T H I N L E T P I P E O R P I P E S K CU R B I N L E T O N L Y ( N O I N L E T P I P E ) KP C U R B I N L E T W I T H I N L E T P I P E O R P I P E S B SE P A R A T E O I L B A F F L E ( S I N G L E I N L E T P I PE R E Q U I R E D F O R T H I S C O N F I G U R A T I O N ) (M O D E L S U F F I X ) DE S I G N A T I O N CO N F I G U R A T I O N D E S C R I P T I O N W S E D I M E N T W E I R F O R N J D E P / N J C A T C O N F O R M I N G U N I T S N. T . S . PL A N V I E W FI B E R G L A S S SE P A R A T I O N CY L I N D E R A N D I N L E T CE N T E R O F C D S S T R U C T U R E , SC R E E N A N D S U M P O P E N I N G (2 ' - 6 " ) 2' N. T . S . SE C T I O N A - A FI B E R G L A S S SE P A R A T I O N CY L I N D E R A N D I N L E T SO L I D S S T O R A G E SU M P SE P A R A T I O N SC R E E N IN L E T P I P E (M U L T I P L E I N L E T P I P E S MA Y B E A C C O M M O D A T E D ) OU T L E T PI P E (4 ' ) FL O W PE R M A N E N T PO O L E L E V . OI L B A F F L E SK I R T CO N T R A C T O R T O G R O U T T O FI N I S H E D G R A D E GR A D E RI N G S / R I S E R S A A 72 " I . D . M A N H O L E ST R U C T U R E TO P S L A B A C C E S S (S E E F R A M E A N D CO V E R D E T A I L ) VA R I E S +/ - 1 3 5 ° MA X . +/ - 6 5 ° MA X . TO P S L A B A C C E S S F L O W 3' - 6 12" (6 ' - 8 12") M I N I M U M N. T . S . (D I A M E T E R V A R I E S ) FR A M E A N D C O V E R ST A N D A R D D E T A I L PR E C A S T C O N C R E T E W A T E R Q U A L I T Y S Y S T E M CD S 3 0 3 0 HS 2 0 SU G G E S T E D T H A T A L L J O I N T S B E L O W P I P E I N V E R T S A R E G R O U T E D . WA T E R T I G H T , H O L D I N G W A T E R T O F L O W L I N E I N V E R T M I N I M U M . I T I S CO N T R A C T O R T O T A K E A P P R O P R I A T E M E A S U R E S T O A S S U R E U N I T I S 5. WI T H E L E V A T I O N S S H O W N . CO N T R A C T O R T O P R O V I D E , I N S T A L L , A N D G R O U T P I P E S . M A T C H P I P E I N V E R T S 4. AN D A S S E M B L E S T R U C T U R E . CO N T R A C T O R T O A D D J O I N T S E A L A N T B E T W E E N A L L S T R U C T U R E S E C T I O N S , 3. PR O V I D E D ) . CA P A C I T Y T O L I F T A N D S E T T H E C D S M A N H O L E S T R U C T U R E ( L I F T I N G C L U T C H E S CO N T R A C T O R T O P R O V I D E E Q U I P M E N T W I T H S U F F I C I E N T L I F T I N G A N D R E A C H 2. CO M P A C T E D B A S E . CD S W A T E R Q U A L I T Y S T R U C T U R E S H A L L B E P L A C E D O N 6 " O F # 2 S T O N E 1. IN S T A L L A T I O N N O T E S L O A D R A T I N G . ST R U C T U R E A N D C A S T I N G S S H A L L M E E T A A S H T O 5. DA T A A N D I N F O R M A T I O N C O N T A I N E D I N T H I S D R A W I N G . CD S W A T E R Q U A L I T Y S T R U C T U R E S H A L L B E I N A C C O R D A N C E W I T H A L L D E S I G N 4. RE P R E S E N T A T I V E . w w w . c o n t e c h s t o r m w a t e r . c o m WE I G H T S , P L E A S E C O N T A C T Y O U R C O N T E C H S T O R M W A T E R S O L U T I O N S FO R F A B R I C A T I O N D R A W I N G S W I T H D E T A I L E D S T R U C T U R E D I M E N S I O N S A N D 3. DI M E N S I O N S M A Y V A R Y . DI M E N S I O N S M A R K E D W I T H ( ) A R E R E F E R E N C E D I M E N S I O N S . A C T U A L 2. CO N T E C H T O P R O V I D E A L L M A T E R I A L S U N L E S S N O T E D O T H E R W I S E . 1.GE N E R A L N O T E S 6" o f # 2 S t o n e FE = 8 2 5 . 0 7 FE = 8 2 5 . 0 7 82 3 . 9 + +824.5 +825.0 +825.0 +826.0 +825.7+826.0+825.5 8 2 4 .4 + 82 3 . 6 + +8 2 3 . 5 2 8 2 3 .6 + +82 4 .1 5+8 2 3 . 5 +823.0 82 3 . 0 + 82 2 . 6 + +823.25+823.55 82 3 . 6 + +8 2 3 . 6 +8 2 3 . 7 ( T C ) +8 23 .3 +8 23.3 8 23.4+ 82 3 .55 + +823.2 +8 2 3.5 +8 2 3 .4 +8 2 3 .4 +8 2 3 . 5 8 23.6+ 8 2 3.8 5 ++823.6 8 24 .3 + 823.9+ +824 .3+82 4 .9 +8 2 4 .8 824.4+ +8 2 5 .0 +82 5 .0 8 2 4 .4 + 824.4+ +8 2 4.0 +8 24 .1 82 3.4+ 823.5 + +8 24 .2 823. 8 + 824.1+ +8 2 4 .0 823.8+ +82 3.5 +8 24 .7 +8 24 .6 5 82 4 .7 + 8 2 4 .5 5+ +824.35 +824.25 +82 4 .5 824.5+ +824.3 +8 2 4.5 +8 2 4.5 +8 2 4 .5 +8 2 4 .3 +825. 0 5 + +8 2 5 . 0 5 + 8 2 5 .0 5 +825.05 +824.25+824.2+8 24 .2 + 82 4 .2 +8 24 .0 5 8 2 4.7 5 + +8 2 4.5 +8 2 4.5 82 4.5+ 8 2 4 .5 + 824 .5+ +8 2 4 .4 8 2 4 .3 + +824.0 82 4 .3 + 82 4 .3+ 824.5+ +824.2+824. 0 +8 2 4.2 +8 24.55 +824.45 +8 24 .4 +8 24 .2 +824.45 +8 2 4.2 82 4 .6 + + 8 2 4 .0 +824 . 5 +8 24.25 8 2 4 .5 + + +8 2 5 . 2 + +8 2 5 . 2 + +8 2 5 . 2 8 2 4 .5 + 824.5+824 .7 + +824.3 +8 23 .9 +824.3 +8 23 .9 824. 7 + + +8 2 4 . 9 5 82 4 .9+ 824.7+ + +8 2 5 . 0 5 + +8 2 5 . 0 5 8 2 4.5+ 824.4+ 824.25+ 8 2 4 .3 ++824.3 8 2 4 .9 + +8 2 4 .4 +8 24. 1 8 24. 6 + +823.9 8 2 4 .4 + 824 .6+ + 8 2 4 .5 82 4 .6+ 82 4 .4+ 82 4 . 2 + +8 2 4 . 7 + +8 2 4 . 7 + 8 2 4 .9 + 824.8+ 82 4 .8+ 82 4 .8+ +8 2 4 .4 +824.4 +8 2 4.4 +8 24.7 +825.0 +8 25 .0 +8 2 5 .0 +8 2 5.0 +8 2 5 .0 +8 2 5 .0 824.7+ +824.3 82 4 . 6 + 82 4 . 8 + 82 4 . 3 5 + +8 24. 6 5 +82 4 .65 +82 4 .65 822.75+ 8 2 2 .7 5 + 8 2 2.1 5 + 822.25+ +8 2 1 .7 +8 2 1 . 2 +8 2 2 . 0 +8 2 4 . 1 +8 2 3 . 9 +824. 4 FL 8 2 3 . 9 + HAMILTON CO. SEC. 31-18-04 INDIANA PROJECT NUMBER SHEET TITLECopyright © 2010 PROJECT, OR COMPLETION OF THIS PROJECT-WHEN PHASED-WITHOUT THE WRITTEN CONSENT OF C + T, LTD. SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS TO THIS THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF CARMEL, INDIANA 46032 2206 E. 116TH ST.DRAWN:CHECKED:ISSUEDPERMIT:DATE BID:MAJOR A 55003IL. FIRM DESIGN #184-003563 www.camburasandtheodore.com 847-390-8130 847-298-1525 Des Plaines, IL 2454 E. Dempster Ste 202 CAMBURAS & THEODOREDESCRIPTION:BY:DATE:REV. NUMBER:BMBPROPERTIES TRUST RAMCOGERSHENSON 12/18/2013 12/18/20131CITY REVIEW04/02/2014 B- 1 0 0 MA J O R A 39 , 8 6 0 S . F . CO S T P L U S WO R L D M A R K E T MA J O R B AV A I L A B L E D- 1 0 0 TU E S D A Y M O R N I N G D- 1 0 2 824 825 RI S E R R O O M EX I S T I N G PE T C O EX I S T I N G EX I S T I N G EX I S T I N G AAA WAY DRIVE S T A T I O N D R I V E W a t e r Q u a l i t y S t r u c t u r e ( S T - 8 ) Co n t e c h C D S 3 0 3 0 (ST-1)Water Quality StructureContech CDS3030 EA S E M E N T M A I N T E N A N C E BM P A C C E S S & EASEMENTMAINTENANCEBMP ACCESS &  CDS Inspection & Maintenance Log CDS Model: Location: Water Floatable Describe Maintenance Date depth to Layer Maintenance Personnel Comments sediment1 Thickness2 Performed —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— ——————————————————————————————————————————————————————————  7KHZDWHUGHSWKWRVHGLPHQWLVGHWHUPLQHGE\WDNLQJWZRPHDVXUHPHQWVZLWKDVWDGLDURGRQHPHDVXUHPHQWIURPWKHPDQKROHRSHQLQJWR WKHWRSRIWKHVHGLPHQWSLOHDQGWKHRWKHUIURPWKHPDQKROHRSHQLQJWRWKHZDWHUVXUIDFH,IWKHGLIIHUHQFHEHWZHHQWKHVHPHDVXUHPHQWVLV OHVVWKDQHLJKWHHQLQFKHVWKHV\VWHPVKRXOGEHFOHDQHGRXWNote: To avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. )RURSWLPXPSHUIRUPDQFHWKHV\VWHPVKRXOGEHFOHDQHGRXWZKHQWKHÁRDWLQJK\GURFDUERQOD\HUDFFXPXODWHVWRDQDSSUHFLDEOHWKLFNQHVV,Q WKHHYHQWRIDQRLOVSLOOWKHV\VWHPVKRXOGEHFOHDQHGLPPHGLDWHO\ CDS3030 ST-1:NortheastcornerofCostPlusWorldMarket  CDS Inspection & Maintenance Log CDS Model: Location: Water Floatable Describe Maintenance Date depth to Layer Maintenance Personnel Comments sediment1 Thickness2 Performed —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— ——————————————————————————————————————————————————————————  7KHZDWHUGHSWKWRVHGLPHQWLVGHWHUPLQHGE\WDNLQJWZRPHDVXUHPHQWVZLWKDVWDGLDURGRQHPHDVXUHPHQWIURPWKHPDQKROHRSHQLQJWR WKHWRSRIWKHVHGLPHQWSLOHDQGWKHRWKHUIURPWKHPDQKROHRSHQLQJWRWKHZDWHUVXUIDFH,IWKHGLIIHUHQFHEHWZHHQWKHVHPHDVXUHPHQWVLV OHVVWKDQHLJKWHHQLQFKHVWKHV\VWHPVKRXOGEHFOHDQHGRXWNote: To avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. )RURSWLPXPSHUIRUPDQFHWKHV\VWHPVKRXOGEHFOHDQHGRXWZKHQWKHÁRDWLQJK\GURFDUERQOD\HUDFFXPXODWHVWRDQDSSUHFLDEOHWKLFNQHVV,Q WKHHYHQWRIDQRLOVSLOOWKHV\VWHPVKRXOGEHFOHDQHGLPPHGLDWHO\ CDS3030 ST-8:ParkingLotNorthofMajorA