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Home My WebLink About2019-10-24 - Wenatchee Realty LLC - General Agreements / General Service Agreements4� i i •.l a; When Recorded Please Return to: Maria Holman, City Clerk City of East Wenatchee 271 9"' Street NE East Wenatchee, WA 98802 Thad L. Duvall Auditor Douglas County WA. _ AFN # 3225218 Recorded 11/06/2019 at 11:23:10AM, COVEN Pages: 18 $120.50 CITY OF EAST VVENATCHEE The information contained in this boxed section is for recording purposes only in accordance with RCW 36.18 and RCW 65.04, and is not to be relied upon for any other purposes, and shall not affect the intent of or any warranty contained in the document itself. Document Title: Declaration of Storm Water System Treatment Facility Maintenance Restrictions and Covenants Reference Number ofDocuments Released: Reference Numbers ofRelated Documents: Grantor: Wenatchee Realty, LLC Grantee: City of East Wenatchee Legal Description(Abbreviated): Lot 1, 2, 3, 4, 9, 11, and 12 Wenatchee Valley Mall Parcel 14 mber(s): 03700002910 03700002911 03700002912 03700002913 03700002918 03700002920 03700002924 DECLARATION OF STORM WATER SYSTEM TREATMENT FACILITY MAINTENANCE RESTRICTIONS AND COVENANTS Grantors declare and covenant as follows: 1. Grantors incorporate all exhibits attached to this Declaration by reference. 2. The City of East Wenatchee is the beneficiary of all conditions and restrictionsset forth in this Declaration. 3. Grantors own real property located at The Wenatchee Valley Mall, East Wenatchee, Washington. The legal description of the property is set forth in the attached Exhibit A. 4. In relation to the property, Grantors have completed work associated with the project identified as East Wenatchee File# \Nena-kcywt Va NN Mall 5. As a condition of development, Grantors have designed and constructed a private storm water drainage system ("System") to serve the real property. To ensure the System functions as designed, the design engineer has prepared an operation and maintenance manual (attached as Exhibit B) in accordance with the requirements of the East Wenatchee Municipal Code. 6. Likewise, to ensure the System functions as designed, Grantors are perpetually responsible for the maintenance and repair of the System. 7. Grantors will inspect, maintain, and repair the System in accordance with the requirements of the East Wenatchee Municipal Code, with the operation and maintenance manual, and with the plans that are attached as Exhibit B. 8. The Grantors shall not reduce, expand or otherwise modify the design or operation of the System without first obtaining review by and written approval from the City of East Wenatchee 9. Grantors shall maintain the records of the installation of the System. Likewise, Grantors shall make records of all maintenance and repairs done on the System. Grantors shall retain these records for at least five years. Grantors agree to submit copies of these records to the City by December I of each year. I o-F 1 g Grantors will also make these records available to the City within five day upon receiving a written request from the City or any other agency having jurisdiction. 10. If the Grantors receive prior, written approval from the City to subdivide the property, Grantors agree to implement a long-term funding mechanism to support the continued inspection, maintenance, and repair of the System. The Grantors shall implement such a funding mechanism by creating an Owner's Association by further declarations and covenants binding upon the real property, binding upon all subdivided lots, and binding upon any purchasers of a subdivided lot, and binding upon Grantors' successors and assigns. 11. To inspect the condition of the System, the City has the right to enter the real property at reasonable times and with reasonable notice. The Grantors agree to fully comply with all written notices of corrective action issued by the City or by any agency with jurisdiction. 12. If the Grantors fail to fully and timely comply as required by a written notice of corrective action, then the City, or any agency with jurisdiction, may enter the real property to perform all work necessary to bring the System into compliance with these Covenants. The Grantors agree to pay all costs and expenses incurred by the City, or any agency with jurisdiction, for such repairs and maintenance. These costs include, but are not limited to: the cost of personnel or contractors, the cost of equipment, the cost of any design and engineering, and the cost of materials. The City will bill Grantors for all costs associated with any remedial work done by the City. Measured from the time the remedial work is completed, the City will charge interest (as allowed by law) and will place a lien on the property for any unpaid costs. 13. Grantors waive any and all claims for damages against the City arising from the design, construction, inspection, repair and/or maintenance of the System. 14. Grantors agree to indemnify, defend and hold harmless the City from any and all claims arising from thedesign, construction, inspection, repair or maintenance of the System. 15. Unless Grantors receive prior, written approval from the City, the Grantors may not amend or modify the restrictions and conditions set forth in this Declaration. 16. If one of the parties initiates legal action to enforce the terms of this Declaration, each party shall bear its own costs, attorney's fees, expert fees, and other fees. 17. The law of the State of Washington governs the interpretation and enforcement of this Declaration. Any dispute regarding the interpretation or enforcement of this Declaration shall by resolved by the Douglas County Superior Court. 18. The conditions and restrictions contained in this Declaration, along with the City's right to enforce them, are covenants that run with the real property in perpetuity. Accordingly, the conditions and restriction contained in this Declaration apply and are forever binding upon Grantors, heirs, executors, administrators, subsequent purchasers, grantees, or assigns. 19. If the Douglas County Superior Court determines that any provision of this Declaration is illegal, invalid or unenforceable, the remaining provisions of the Declaration will remain in full force and effect 2 0�-- \S Grantee - CJTY OF EAST IN Steven C. Lacy, Mayor ATCHEE ATTEST:. -Ma�u" . gbb3g0"i Maria Holman, City Clerk 3 L)-F 1 � APPROVED BY GRANTER Wenatchee Realty LLC, a Washington limited liability company By: Nameo Realty LLC, a New York limited liability company Its: Sole and Managing Member By: Namco Realty LTD, a British Virgin Islands Corporation Its: Sole and Managing Member Bki! I r, o e-areholder Wenatchee CH ILC, 4x shingtonjinited liability company By: '-,/ Matin Hakimi, a a ' a Member Wenatchee Nassim LLC, a Washington limited liability company By: Elliot Nassim, Managing Member CERTIFICATE OF ACKNOWLEDGMENT State of New York County of Nassau On the 3 day of , 2019 before me, the undersigned, personally appeared Igal Namdar, in his capacity as Chief Executive Officer of Namco Realty Ltd., a British Virgin Islands Company, the managing member of Namco Realty LLC, a New York Limited Liability Company, the managing member of Washington Realty LLC, a Washington Limited Liability Company, on behalf of the Limited Liability Company, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. MOTi1RYWATE0FKWy<WX 000 tIC Not y Public Sign and Affix Stamp I b-�- 1g CERTIFICATE OF ACKNOWLEDGMENT State of New York County of Nassau izl) On the 23 day of C>CTo 13F(z- , 2019 before me, the undersigned, personally appeared Matin Hakimi, in his capacity as managing Member of Wenatchee CH LLC, a Washington Limited Liability Company, on behalf of the Limited Liability Company, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. 1 ` Notary Public ALEN DILMANI NOTARY PUBLIC -STATE OF NEW YORK No, 01 D16316331 Qualified in Nassau County My Commission Expires 12-08-2022 Sign and Affix Stamp CERTIFICATE OF ACKNOWLEDGMENT State of New York County of Nassau R0 On the 23 day of OCT-oi3i:� , 2019 before me, the undersigned, personally appeared Elliot Nassim, in his capacity as managing member of Wenatchee Nassim LLC, a Washington Limited Liability Company, on behalf of the Limited Liability Company, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. ALEN DILMANI NOTARY PUBLIC -STATE OF NEW YORK No. 01 D16316331 Qualified in Nassau County Jot�ary gub My Commission Expires 12-08-2022 Sign and Affix Stamp Exhibit A Legal Description LOT 2 OF PLAT OF WENATCHEE VALLEY MALL BINDING SITE PLAN No. 2001-01B, ACCORDING TO THE PLAT THEREOF RECORDED UNDER AUDITOR FILE No. 3191574, RECORDS OF DOUGLAS COUNTY, WASHINGTON. LOT 12 OF PLAT OF WENATCHEE VALLEY MALL BINDING SITE PLAN No. 2001-01A, ACCORDING TO THE PLAT THEREOF RECORDED UNDER AUDITOR FILE No. 3160459, RECORDS OF DOUGLAS COUNTY, WASHINGTON. LOTS 1, 3, 4, 9, AND 11, AS DELINEATED ON WENATCHEE VALLEY MALL BINDING SITE PLAN NO.2001-01, DOUGLAS COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME H OF PLATS, PAGE 792 THROUGH 795, AS AMENDED BY FIRST ALTERATION, RECORDED UNDER AUDITOR'S FILE NO. 3147521, AND FURTHER AMENDED BY AUDITOR'S FILE NO. 3191574, EXCEPT THEREFROM THOSE PORTIONS CONVEYED TO THE CITY OF EAST WENATCHEE BY DEEDS RECORDED UNDER AUDITOR'S FILE NO. 3097655 AND 3097656. TOGETHER WITH RIGHTS, RIGHTS OF WAY, EASEMENTS, LEASES, COVENANTS, RESTRICTIONS AND/OR RESERVATIONS OF PUBLIC RECORD OR APPARENT. SUBJECT TO RIGHTS, RIGHTS OF WAY, EASEMENTS, LEASES, COVENANTS, RESTRICTIONS AND/OR RESERVATIONS OF PUBLIC RECORD OR APPARENT. EXHIBIT B O&M Regular operation and maintenance requirements of the storm facilities shall include but not be limited to the following items. These items will also be included in the Commercial Stormwater Agreement for the development. (See below for the entire list) 1. Remove any trash and debris, which will hinder the flow. 2. Remove any poisonous or nuisance vegetation, which may constitute hazard to maintenance personnel or the public. Check with your local USDA Cooperative Extension for specific plant life guidance (509-667-6540). 3. Repair any erosion damage that is over 2 inches deep where the cause of damage is still present or where there is potential for continued erosion. Our understanding is that client or his/her designee will maintain the project storm facilities. Specific maintenance is difficult to anticipate, but it is recommended that inspection of the facilities be worked into the regular schedule of the proposed site and other general maintenance. In addition, inspections shall be completed following larger less frequent storm events. Correction to observed problems as outlined in the following excerpts from the Stormwater Management Manual for Eastern Washington shall be made. A typical schedule has been provided for your convenience. Using photocopies of these pages, check off problems found and action taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. Facility: Purpose: Catch Basin & Trench Drain: Catch basins are underground concrete structures typically provided with a slotted grate to collect stormwater runoff and route it through underground pipes. Catch basins can also be used as a junction in a pipe system and may have a solid lid. There are two catch basin types. A Type 1 catch basin is a rectangular box with approximate dimensions of 3'x2'x5'. Type 1 catch basins are utilized when the connected conveyance pipes are less than 18 inches in diameter and the depth from the gate to the bottom of the pipe is less than 5 feet. Type 2 catch basins, also commonly referred to as storm manholes, are round concrete structures ranging in diameter of 4 feet to 8 feet. Type 2 catch basins are used when the connecting conveyance pipe is 18 inches or greater or the depth from grate to --7 of Is pipe bottom exceeds 5 feet. Type 2 catch basins typically have manhole steps mounted on the side of the structure to allow for access. Both catch basin types typically provide a storage volume (sump) below the outlet pipe to allow sediments and debris to settle out of the stormwater runoff. Some catch basins are also provided with a spill control device (inverted elbow on outlet pipe) intended to contain large quantities of grease or oils. The most common cleaning method for catch basins is to utilize a truck with a tank and vacuum hose (vactor truck) to remove sediment and debris from the sump. Catch basins may be an enclosed space where harmful chemicals and vapors can accumulate. Therefore, if the inspection and maintenance requires entering a catch basin, it should be conducted by an individual with training and certification in working in hazardous confined spaces A trench drain is a drain pipe placed below grade and constructed with a slot inlet along its entire length used to intercept sheet flow from paved driveways, roads, and parking lots and convey it downstream to a treatment and/or infiltration system. Contemporary slotted drains have removable grates and should be installed in conjunction with some type of sediment trap to accommodate easy maintenance. A trench drain has no water quality benefit alone; however, in a developed watershed it is often a required component of a drainage system that as a whole improves water quality. Pipe: The inlet and outlet stormwater pipes convey stormwater in, though, and out of stormwater facilities. Storm sewer pipes convey stormwater. Pipes are built from many materials and are sometimes perforated to allow stormwater to infiltrate into the ground. Stormwater pipes are cleaned to remove sediment or blockages when problems are identified. Stormwater pipes must be clear of obstructions and breaks to prevent localized flooding. All stormwater pipes should be in proper working order and free of the possible defects listed below. In addition, outlet stormwater pipes should be inspected to make sure stormwater exits the facility without causing any negative impacts to the drainage area, if applicable. 8 04'�- Jg Infiltration Trench A stormwater infiltration trench is a closed basin built by excavating below existing ground. Infiltration trenches temporarily store stormwater runoff during rain events. Infiltration trenches do not discharge to a downstream conveyance system or nearby surface water. Instead, infiltration trenches rely on the ability of the site's soils to absorb the stormwater into the ground. Catch basin structure precede pipe connection to the infiltration facilities. A removable riser pipe is installed on the outlet pipe to the infiltration facility. This may be required to be removed for maintenance activities, however, most maintenance will be to remove debris and materials from the catch basin as outlined within the provided inspection sheet. Cleaning of the trench will require removal of the riser pipe on the inlet. Then a vactor truck will need to flush and vacuum up water/debris as needed. Note preventive system maintenance prior to the trench to keep debris from the trench is key to the longevity and functionality of the trench. An observation port is provided within the footprint of each facility. It is provided to allow for monitoring of sediment build- up and to verify facility is draining overtime. That is that water levels lower over time following a storm event. Spill Control Separator Oil and water separators are typically the American Petroleum Institute (API) (also called baffle type) (American Petroleum Institute, 1990) or the coalescing plate (CP) type using a gravity mechanism for separation. Oil removal separators typically consist of three bays; forebay, separator section, and the afterbay. The CP separators need considerably less space for separation of the floating oil due to the shorter travel distances between parallel plates. A spill control (SC) is a simple catch basin with a T-inlet for temporarily trapping small volumes of oil. The spill control separator is included here for comparison only and is not designed for, or to be used for treatment purposes. q 0�__ 1 � MAINTENANCE REQUIREMENT CHECKLIST: The following pages contain maintenance needs for most of the components that are part of your drainage system. You should plan to complete a checklist for all system components on the following schedule: (MONTHLY) from October through June (ANNUAL) Once in late summer (STORM) After major storm (1" or more in 24hrs) Use photocopies of these pages and check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. The facility -specific maintenance standards contained in this section are intended to be conditions for determining if maintenance actions are required as identified through inspection. They are not intended to be measures of the facilities required condition at all times between inspections. In other words, exceeding these conditions at any time between inspections and/or maintenance does not automatically constitute a violation of these standards. However, based upon inspection observations, the inspection and maintenance schedules shall be adjusted to minimize the length of time that a facility is in a condition that requires a maintenance action. The system storm system relies on a below ground infiltration system. General cause of failure of these systems is due to siltation due to oils and debris entering the trench rock. The system was design to limit these from entering the trench system. This included sumps within the catch basins. Regular inspection after storm events is key to ensure debris is removed from the above the trench system so as during a large storm these are not carried into the trench. Catch Basins & Trench Drain Checklist Date Drainage Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Warning signs (e.g., "Dump No Waste - "Dump no Drains to Stream") pollutants "Stencil Stencil or stamp should be ANNUAL General shall be painted or or stamp not visible and easily read embossed on or visible adjacent to all storm drain inlets. Trash or debris which is No trash or debris located immediately in located MONTHLY, front of the catch basin immediately in STORM General Trash &Debris opening or is blocking front of catch basin inletting capacity of the or on grate basin by more than 10%. opening. Trash or debris (in the basin) that exceeds 60 percent of the sump depth as measured from the bottom of basin to invert of the lowest pipe No trash or debris MONTHLY General Trash & Debris into or out of the basin, in the catch basin. but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. Trash or debris in any inlet Inlet and outlet or outlet pipe blocking MONTHLY General Trash & Debris more than 1/3 of its pipes free of trash or debris. height. Dead animals or vegetation that could No dead animals or generate odors that could vegetation present MONTHLY General Trash & Debris cause complaints or within the catch dangerous gases (e.g., basin. methane). Sediment (in the basin) that exceeds 60 percent of the sump depth as measured from the bottom of basin, but in no No sediment in the MONTHLY General Sediment case less than a minimum catch basin of 6 inches clearance from the sediment surface to the invert of the lowest pipe. Catch Basins & Trench Drain Checklist (Continued) Drainage Date Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Top slab has holes larger than 2 square inches or Structure Damage cracks wider than 1/4 inch Top slab is free of ANNUAL General to Frame and/or (Intent is to make sure no holes and cracks. Top Slab material is running into basin). Frame not sitting flush on Frame is sitting Structure Damage top slabi.e.separation of , , flush on the riser more than 3/4 inch of the ANNUAL General to Frame and/or frame from the top slab. rings or top slab Top Slab Frame not securely and firmly attached. attached. Fractures or Cracks Maintenance person Basin replaced or ANNUAL General in Basin Walls/ judges that structure is repaired to design Bottom unsound. standards. Grout fillet has separated or cracked wider than 1/2 Fractures or inch and longer than 1 Pipe is re -grouted ANNUAL General Cracks in Basin foot at the joint of any inlet/outlet pipe or an and secure at basin Walls/ Bottom evidence of spoil particles wall' entering catch basin through cracks. Settlement / If failure of basin has Basin replaced or ANNUAL General Misalignment created a safety, function, repaired to design or design problem. standards. Vegetation growing across No vegetation MONTHLY General Vegetation and blocking more than blocking opening to 10% of the basin opening. basin. Vegetation growing in inlet/outlet pipe joints No vegetation or MONTHLY General Vegetation that is more than six root growth inches tall and less than present. six inches apart. Any open catch Catch Cover is missing only basin requires ANNUAL Basin Cover Not in Place . partially in place. maintenance. Cover Catch basin cover is closed Mechanism cannot be opened by one Catch Locking maintenance person with Mechanism opens ANNUAL Basin Mechanism Not proper tools. Bolts into with proper tools. Cover Working frame have less than 1/2 inch of thread. lZ D� IS Catch Basins & Trench Dain Checklist (Continued) Drainage Date Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Ladder is unsafe due to Ladder meets missing rungs, not design standards ANNUAL Ladder Ladder Rungs securely attached to basin and allows Unsafe wall, misalignment, rust, maintenance cracks, or sharp edges. person safe access. Grate opening Grate with opening wider Grate opening ANNUAL Grates Unsafe than 7/8 inch, meets design standards. Trash and debris that is MONTHLY, blocking more than 20% Grate free of trash STORM Grates Trash and Debris of grate surface inletting and debris. capacity. Grate is in place Damaged or Grate missing or broken ANNUAL Grates Missing. member(s) of the grate. and meets design standards. Inlet/Outlet Storm Pipe Checklist Drainage Date Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Use mechanical methods to remove root. Storm pipe- root enters or Do not put root - Obstructions dissolving MONTHLY General including roots deforms pipe, reducing chemicals in storm flow sewer pipes. If necessary, remove the vegetation over the line. Inlet/outlet piping Pipe dented or Pipe repaired MONTHLY General broken damaged or broken and in and/or replaced. need of repair. Any part of the piping that Pipe rusted or is crushed or deformed Pipe repaired MONTHLY General deteriorated more than 20% or any and/or replaced. other failure to the piping. Only one layer of rock exists above native soil in Rock pad replaced MONTHLY Pipe Missing or area five square feet or to design Outfall removed rock larger, or any exposure of standards. native soil. 13 d�- I S Inlet/Outlet Storm Pipe Checklist (Continued) Drainage Date Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ For ruts or bare areas less than 12 inches wide, repair the damaged area by filling with crushed gravel. If Eroded or scoured areas bare areas are due to flow large, generally MONTHLY Erosion Erosion channelization, high flows, greater than 12 or vehicular damage. inches wide, the damaged area should be re- graded and re- seeded. For smaller bare areas, overseed. Rock pad replaced to design Pipe Soil erosion in or adjacent standards. MONTHLY Outfall Erosion to rock pad. Only one layer of rock exists above native soil Rock pad replaced MONTHLY Pipe Missing or Moved area in area five square to design Outfall Rock feet or larger, or any standards. exposure of native soil. For ruts or bare areas less than 12 inches wide, repair the damaged area by filling with crushed gravel. If Eroded or scoured ditch or bare areas are MONTHLY Pipe Erosion/Scouring stream banks due to flow large, generally Outfall channelization, or higher greater than 12 flows. inches wide, damaged area should be re- graded and re- seeded. For smaller bare areas, overseed. Rock pad replaced Pipe Soil erosion in or adjacent MONTHLY Outfall Erosion to rock pad. to design standards. 1,4 0 ;-- 1 $� Infiltration Trench Checklist Date Frequency Drainage System Problem Conditions to Check For Conditions That Should Exist Feature ✓ ✓ ✓ ✓ Contaminants and Any evidence of oil, Remove. (Coordinate Pollution gasoline, contaminants or removal and cleanup MONTHLY General other pollutants in or with local water around facility. quality response agency). Drainage Slow Drainage Trench - Verify facility design decreased capacity that rate. Clean perforated indicates slow drainage. drain pipe. (Note this requires a Vactor Truck to wash and MONTHLY General vacuum water/debris) Do not allow removed sediment and water to discharge back into the storm sewer. Sediment & Debris Sediment depth is greater Clean pipe and than 20% of pipe remove material. diameter. (Note this require a MONTHLY General Vactor Truck to wash and vacuum water/debris) Trash & Debris Trash or debris which is No Trash or debris located immediately in located immediately in front of the catch basin front of catch basin or MONTHLY General opening or is blocking on grate opening. inletting capacity of the basin by more than 10%. Trash & Debris Trash or debris (in the No trash or debris in basin) that exceeds 50 % the trench. of the sump depth as measured from the bottom of basin to invert of the lowest pipe into or MONTHLY General out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. Trash & Debris Trash or debris in any inlet Inlet and outlet pipes or outlet pipe blocking free of trash or debris. MONTHLY General more than 1/3 of its height. �5 u �-- 18 Infiltration Trench Checklist (Continued) Date Drainage Conditions That Should Frequency System Problem Conditions to Check For Exist Feature ✓ ✓ ✓ ✓ Trash & Debris Dead animals or No dead animals or vegetation that could vegetation present generate odors that could within the catch basin. MONTHLY General cause complaints or dangerous gases (e.g., methane). Spill Control Separator Checklist Date Drainage Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Inspection of Effluent discharge MONTHLY, discharge water from vault should be STORM Monitoring for obvious signs Sheen, obvious oil present. clear with out thick of poor water visible sheen. quality. No sediment deposits on vault bottom that MONTHLY, Sediment Sediment depth in bottom would impede flow STORM Monitoring Accumulation of vault exceeds 6-inches through the vault and in depth. reduce separation efficiency. Trash and debris Trash and debris MONTHLY, Trash and Debris accumulation in vault or removed from vault, STORM Monitoring Accumulation pipe inlet/outlet, and inlet/outlet floatables and non- floatables. piping. Extract oil from vault Oil accumulations that by vactoring. Disposal MONTHLY, Monitoring Oil Accumulation exceed 1-inch, at the in accordance with STORM surface of the water. state and local rules and regulations. Inlet or outlet piping Pipe repaired or ANNUAL Structure Damaged Pipes damaged or broken and in replaced. need of repair. Access Cover Cover cannot be opened, Cover repaired to ANNUAL Structure Damaged/Not corrosion/deformation of proper working specifications or Working cover. replaced. Vault Structure Vault replaced or Damage Includes Maintenance person repairs made so that ANNUAL Structure Cracks in Walls judges that structure is vault meets design Bottom, Damage unsound. specifications and is to Frame and/or structurally sound. Top Slab IV L)-F 1 <Z Snill Control Separator Checklist (Continued) Date Drainage Conditions That Frequency System Problem Conditions to Check For Should Exist Feature ✓ ✓ ✓ ✓ Baffles corroding, cracking, warping and/or Baffles repaired or ANNUAL Structure Baffles showing signs of failure as replaced to determined by specifications. maintenance/inspection person. Ladder is corroded or Ladder replaced or deteriorated, not repaired and meets Access Ladder functioning properly, not specifications, and is ANNUAL Structure Damaged securely attached to safe to use as structure wall, missing determined by rungs, cracks, and inspection personnel. misaligned. o° n 00 ov O {� X m z \I l C ; m 0 o r f� c m x m a> p N' m Iv D .o 2 n-012 D > DN mi 0 ci i x o m ,61 03 z v A o D, o _ v� D z �� u � ao i to oa o m ca D /,// v z (n x /! % � W f mD T) ` v/z { 1 , Yi "u cn 0 c m X / r / r / �G) . m Q z�v ✓p��,!fi x0 0 cn 0�� W D c / m cn r m z m m t � i 0D ��z-i = m 1 —1 � X v v m 0 z D z �;/ 0 0 x � m _& 0 t Z �' / D -4 / 0 w O x W D m y tr` X z '' 1 � m N n r / v 0 D In It z 0 ue DAM WENATCHEE VALLEY MALL Erlandsen ' AMENDED BSP below. AS —BUILT STORMWATER SYSTEM LOT 1&2 ac is pws Y� :C1a Cal b SHEET M OF elu�e l'W �}