Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 49939
b g 910 y r r? CITY SECRETARY CONTRACT NO q39 .0 C. NQ� -�N10R� N SESFIE�Pi�l °b ,( It �� O`6 9 � � STORMWATER FACILITY MAINTENANCE AGREEMENT WATER QUALITY DEVICES THIS AGREEMENT, made and entered into this lq*day of November, 2017, by and between FW Trinity LB, LTD, acting by and through Andy Pastor, hereinafter referred to as "Landowner",and the City of Fort Worth, hereinafter referred to as"City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 4.18 acre tract located in the William Bussell Survey, Abstract 151, Tarrant County, Texas according to the deed recorded in Instrument No. D217191612, Deed Records,Tarrant County, Texas, hereinafter called the"Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Endeavor Left Bank hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater and its runoff quality within the confines of the Property; and WHEREAS, this Agreement shall run with the land and apply to the Landowner, its successors and assigns. The term "Landowner" shall refer to the then-current legal owner of the Property and/or the Facility as same are herein defined; and WHEREAS, the Landowner has determined that on-site Stormwater Management Facilities to control sediment, nutrients, trash, debris and other floatable materials ("Facility") should be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that the Facility, whether one or more, as shown on the Plan be constructed and adequately maintained by the Landowner the locations of which are as shown in the attached Exhibit"A" ("Facility Property"); OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY.SECRETARYY Rev.12/29/2014 FT.WORTH,TX NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner shall adequately construct and maintain the Facility at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Facility includes all structures required to control the quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their designed functions. Maintenance forms provided by the City, or an equivalent provided by the manufacturer of the Facility, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. If the Landowner contracts the maintenance of the Facility with a third-party, Landowner shall provide a copy of the contract to the City at the time this Agreement is executed It shall be the Landowner's responsibility to ensure that the contracting party is properly qualified to maintain the Facility and to provide any updates to the contract as a part of the annual inspection report discussed in Section 3. 3. The Landowner shall inspect or shall cause to be inspected the Facility at frequency specified by the manufacturer or quarterly, if not specified by the manufacturer, using the inspection form in Exhibit C or equivalent by manufacturer, and shall be compiled and submitted to the City. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility. Components of the Facility which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. The STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.12/29/2014 corrections identified in the inspection report must be corrected within 45 days, and corrections once made shall be so noted in the next inspection form. 4. The Landowner hereby grants permission to the City, its authorized agents and employees, to enter upon the Property to inspect the Facility whenever the City deems necessary. The inspection may involve follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner copies of the inspection findings and a directive to commence with maintenance and repairs if necessary. 5. In the event the Landowner fails to maintain the Facility as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report to protect public health, safety and welfare and to charge the costs of such maintenance and repairs to the Landowner. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair the Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is the Landowner's. 6. The Landowner will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner fails to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of the county in which the Facility lies, an affidavit identifying the real property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 7. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.12/29/2014 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANTS AND AGREES AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER TO: PROPERLY INSTALL, MAINTAIN AND REPAIR THE FACILITY, OR ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING ATTRIBUTED TO THE FACILITY , OR (2) IMPROPER INSTALLATION, MAINTENANCE AND REPAIR OF THE FACILITY , . 8. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede access to the Facility. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.12/29/2014 Executed this 2'A day of 201 Lan wner FV `0'',7 L3. LT City of Fort Worth 6r Na e: r�) Jesus J. Chapa Assistant City Manager Title: /�,n�.,�,�sg (�„� Approved as to Form and Legality f ssistant City Attor y ATTEST * CITY.. ` O City Secretary mc: 1295: _- OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH TX 5 Rev.12/29/2014 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on &Wt'► k/�-, -0/7 by Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. MARIA S.SANCHEZ =•: *= My Notary ID#2256490 'a�T ••• +`` Ex res December 19,2021 PI Not ry Public, State of Texas STATE OF TEXAS COUNTY OF T^ I rG. vS nC( Before me, the undersigned authority on this day of 20�7 personally appeared r known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the s e is the act of AW-1,1"t, lb AL-A that he executed the same as its n.. and as--the-aa of such 1-4-d • and for the purposes and considerat on expressed in the foregoing instrument. CST 'e Ur ii)795CFc T<;x,�S CN&4y Public, State of Texas OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX 6 Rev.12/29/2014 Contract Compliance Manager By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all erformance and reporting requirements. Janie S. orales Development Manager OFFICIAL RECORD CITY SECRETARY FT, WORTH,TX Fart of Lot 1 R, Block 11 of EVANS-PEARSON WESTWOOD ADDITION,an addition to the City of Fort Worth,Tarrant Wounty,Texas according to the plat thereof recorded in Instrument No.D215272429 of the Official Public Records of Tarrant ounty,Texas and being more particularly described by metes and bounds as follows: PART 'OMMENCING at a capped 5/8"iron rod recovered marked"KHA"for the southwest corner of said Lot 1 R and the northwes', ;earner of Lot 2R in said Block 11 and being in the east right-of-way line of Harrold Street(having a 65'right-of-way)and then in South 89°38'44"East,along the south line of said Lot 1 R and the north line of said Lot 2R,a distance of 89.66 feet to thf authwest and BEGINNING corner of easement being described; THENCE North 0°21'16"East,departing said south Lot 1 R and said north line of Lot 2R,a distance of 26.00 feet to a point for corner; THENCE South 89"3844"East,a distance of 29.00 feet to a point for corner: THENCE South 0°21'16"West,a distance of 26.00 feet to a point for corner in said south Lot 1 R and said north line of Lot 2R THENCE North 89°38'44"West,along said south Lot 1R and said north line of Lot 2R,a distance of 29.00 feet to the POINT OF BEGINNING and containing 754 square feet or 0.0173 of an acre of land. PART 2 COMMENCING at a capped 5/8"iron rod recovered marked"KHA"for the southwest corner of said Lot 1 R and the northwest corner of Lot 2R in said Block 11 and being in the east right-of-way line of Harrold Street(having a 65'right-of-way)and then un South 89°38'44"East,along the south line of said Lot 1 R and the north line of said Lot 2R,a distance of 417.58 feet to capped 5/8"iron rod recovered marked"KHA"for the southeast corner of said Lot 1 R and the northeast corner of said Lot 2R, and southwest and North 00°08'03"East,along an east line of said Lot 1 R,a distance of 16.00 feet to the southeast and BEGINNING corner of easement being described; THENCE North 89"38'44"West,a distance of 27.25 feet to a point for corner; THENCE North 0°21'16"East, a distance of 54.00 feet to a point for comer; THENCE South 89"38'44"East,a distance of 29.00 feet to a point for corner; THENCE South 002116"West,a distance of 37.01 feet to a point in said east line of Lot 1 R THENCE southerly along said east line of Lot 1 R the following: South 14"20'58"West,a distance of 7.24 to an angle point in said east line of Lot 1 R; Jouth 00°20'26"East,a distance of 9.97 feet the POINT OF BEGINNING and containing 1,542 square feet or 0.0354 of an acre of land. DRAINAGE EASEMENT part of the WILLIAM BUSSELL SURVEY, Abstract No. 151 , situated in the JAMES PAUL WARD `,.,;,,,,.:......: City Of Fort Worth, REGISTERED PROFESSIONAL 'i JAMES PAUL WARD.r, Tarrant County, Texas. .V...... .......�.. LAND SURVEYOR NO. 5606 l7t';9 5ti06 801 CHERRY STREET, UNIT 11 yy:°ESSA SUITE 950 �� SUFN ! �� h �.--- Kimley))) Horn FORT WORTH,TEXAS 76102 - 901 chaffy street.Unit 11,11950 PH. 817-335-6511 Fen WortkTaxaa76102 FIRM 910194ao 14ic _J Paul.ward@kimley-horn.eom ,f, ! ' y �e Drawn by Checked by jig 0644 70 G..{.,.� ta. pl') 1"=HIp' JPw MAV 9/132077 984500700 WARD,PAUL 9/20/2017 1:17 PM K:1FTW SURV 7780315-LEFT BAN K1,0WGt064500700 DRAINAGE EASEMENT.DWG PART 3 COMMENCING at a capped 5/8"iron rod recovered marked"KHA"for the southwest corner of said Lot 1 R and the northwest corner of Lot 2R in said Block 11 and being in the east right-of-way line of Harrold Street(having a 65'right-of-way)and then run North 00021`16"West, along the east line of said Lot 1 R and said east right-of-way line of Harrold Street,a distance of 432.04 feet to the southwest and BEGINNING corner of easement being described; THENCE North 0'21'16"East,continuing along said west line of Lot 1R and said east right-of-way line of Harrold Street,a distance of 32.00 feet to a point for corner; THENCE South 89°38'44"East,departing said west line of Lot 1 R and said east right-o#--way line of Harrold Street,a distance of 20.00 feet to a point for corner; THENCE South 0°21'16"West,a distance of 32.00 feet to a point for corner; THENCE North 89°38'44"West,a distance of 20.00 feet to the POINT OF BEGINNING and containing 640 square feet or 0.0147 of acre of land. LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH 11-1 N00°21'16"E 32.00' L10 N00021'16"E 54.00' L19 88903844"E 417.58' L2 S89°38'44"E 20.00' L11 S89038'44"E 29.00' L3 S00021'16"W 32.00' L12 S00°21'16"W 37.01' L4 N8903844"W 20.00' L13 S14020'58'W 7.24' L5 N00921'16"E 26.00' L14 S00020'26W 9.97' L6 S8903844"E 29.00' L15 N00008'03"E 16.00' L7 S00021'16"W 26.00' L16 N00°21'16"E 424.04' L8 N89038'44"W 29.00' L17 S00"21'16"W 0.57' L9 N8903844"W 27.25' L18 S89038'44"E 89.66' DRAINAGE EASEMENT part of the WILLIAM BUSSELL SURVEY, Abstract No. 151 , situated in the JAMES PAUL WARD City of Fort Worth, REGISTERED PROFESSIONAL Tarrant County, Texas. LAND SURVEYOR NO. 5606 801 SUITEH 50RY STREET UNIT 11 KimlevoHorn FORT WORTH,TEXAS 76102 801 Cherry Street. #750 PH. 817-335-6511 Fon Worth.Texas »+tel FIRM 816144040 UScaleDrawnbm Checked by ` Pro d Nha zbget No. paul.ward@kimley-hom.com - MAV WARD.PAUL 9!20!2017 1'17 PM KWTW SURVEY1007780315-LEFT BANKtUWG%064500700 DRAINAGE EASEMENT Wr, 1 LINE TYPE LEGEND NORTH ! —— BOUNDARY LINE - --- -_ EASEMENT LINE 0 50 100DAKOTA STREET jilt til, r .S. 'r `q> VARIABLE WID1H RIGHT-OF-WAY .�� L17 _ `VOL. 310, PQ 18, PRTCT �O GRAPHIC SCALE IN FEET — ••�^ ^� » m��, POB � L3 L1 PART 3 `9 L4� 0.0147 ACRES �� �EFORF ! 640 SQ. FT. PART 3 LOT 1 R, BLOCK 11 EVANS-PEARSON WESTWOOD ADDITION w INSTRUMENT NO. I- 5,6 D215272429 OPRTCT �m 0z� i oao w g z PART 2 fu _i g 0.0354 ACRES- _o'' 1,542 SQ. FT. a o c6 f z4 c E PART ACRES L11 "M, i 754 SQ. FT. -�° L6 Q X40 L10 ° L5 L7 L9 L13L12 L18 i,; _ _ _ L15--— L14 L19 v�ek Poc L8 ,,tp POB PARTS 1, POB LOT 2R,BLOCK 11 2 AND 3 EVANS-PEARSON PART 2 PART 1 WESTWOOD ADDITION LEGEND INSTRUMENT NO.D215272429 OPRTCT POC=POINT OF COMMENCING POB=POINT OF BEGINNING DRAINAGE EASEMENT 518"IRS=5/8"IRON ROD W/"KHA"CAP SET CIRF=CAPPED IRON ROD FOUND part of the FUND DRTCTOD EDDREOCORDS TARRANT COUNTY TEXAS WILLIAM B U SS E LL SURVEY, OPRTCT=OFFICIAL PUBLIC RECORDS TARRANT COUNTY TEXAS PRTCT=PLAT RECORDS TARRANT COUNTY TEXAS Abstract No. 151 , situated in the JAMES PAUL WARD City of Fort Worth, REGISTERED PROFESSIONAL Tarrant County, Texas. LAND SURVEYOR NO. 5606 801 CHERRY STREET UNIT 11 Kimley>>> Horn SUITE 950 FORT WORTH, TEXAS 76102 801 C"" um 11.N 950 (817)335E511 PH. 817-335-6511 Fort Worth,Texan 76102 FIRM JI"OIWC a v:�-i kimley-I:om cnm 54a1e Drawn b Checked by Dae Prniect No. heet No. paulmard@kimley-hom,Com 1• 100 J!W MAV 9r1;i M7 D64500700 3 2F3 WARD,PAUL 9/2G;12017 1:17 PM K 1FT VPJ SURVEM67780315-LEFT 8ANMDWG1064500700 DRAINAGE EASEMENT DM EXHIBIT B This exhibit specifies design and maintenance standards for a structural water quality device (WQ device) located below ground as part of the storm drain network when installed as a part of a development requiring a Stormwater Facilities Maintenance Agreement. The requirements below are in addition to all applicable City's iSWM requirements, City's standard construction plans and specifications, and should be made part of the Stormwater Facilities Maintenance Agreement obligating the property owner to maintain the unit as described in the City's iSWM Criteria Manual, Section 5.5. Additional guidance for WQ devices can be obtained from the NCTCOG iSWM Technical Manual, Site Development Controls chapter. 1). The WQ device will need to be certified as meeting applicable City or Tarrant Regional Water District(TRWD)water quality performance specifications and will require approval by the TRWD. Certifications will be accepted from the Technology Acceptance Reciprocity Partnership (TARP), Technology Assessment Protocol Ecology (TAPE), or other third party testing services to the satisfaction of the SWM/TPW City of Fort Worth. 2). The engineer shall provide the City spreadsheets and/or output from specialized vendor software used to calculate water quality treatment discharges. 3). The engineer shall provide the City electronic CAD (or equivalent) shop drawings of the WQ device. 4). The lowest depth of BMP invert from ground surface shall be no more than 25 feet. Deeper units will require prior approval from the City to ensure that the unit is realistically maintainable by the property owner. 5). Clean out ports and manholes should be designed to allow manual confined space entry within the unit, and should have a minimum inner diameter manhole opening of 30 inches. Manholes shall be constructed to City's 33 49 10-D412 specification. 6). The WQ device itself plus an additional 10 feet perimeter buffer around the WQ device shall be shown as permanent private drainage easement. Additional access for maintenance equipment shall be provided from public Right-of-Way point of entry. WQ devices requiring vactor trucks must have a 20 feet wide access pathway. The City's SWM Department should be consulted for easement requirements if other type of equipment will be used by the property owner to maintain the device. 7). The engineer shall provide special structural designs and sealed report for dimensions and depths exceeding City's standard specifications as follows: Box sections exceeding 60"; wall penetrations exceeding 36"for 4' square boxes, 48"for 5' square boxes, and 60"for 6'and above square boxes; Any part of the BMP exceeding 20' below ground. 8). Engineer shall provide the Operations& Maintenance manual which includes how the unit operates, frequency of inspection and removal of captured debris. Forms for required maintenance from the manufacturer shall be attached to this agreement as Exhibit D. 9). Recommend that the property owner acquire a 2 year warranty on the device. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.12/29/2014 T—nl Reg/onel Wale DlsM/cl " Stormweter Quelily Site Development Ravlew Tool t�dn,,. +soeo-ror+a�wn..nr..u>avorrw+wrrn..r e..•aao..w Mw .cvwvauw.aw,r.+n+rn.w�.ownuw.wrm+a.r..,.wua.a.a..m o '.. .._ 1rnrM Pnc a, _ ......—.- r.�wwivMr.narrx + MMW+.. ,niw.ur� �M m.�.+Wu.rMM.41' it.xe YES YES YES VES i.mYw„n,ainyMm�. twnvwuexex�.,rnw..nrwaaxR n.nwnan0.7 uw+a+aw I u Tarrant Regional Wafer District Smr srerQualitySiteDevelapmintReview Too/ trWd Fm we-a1•uY.+wrW g.nrr�wuwYwYYrtlYtwbwMwM1rupYYaipW eW.wnmaw•.u0itwaP.wbnA' Dawlopmnt Wma Huta stwrYw�^ DnMapa Am Nun• •+� vMee Aiwa nrt.war...p _ uw a:» vat aW a» wrr � wort' olc a IBM vamp m war fur aar 6 rmwatw Tn 4ra "I¢�� wn..en tpwnwr..nlw rr++setvMnMMMw.t w.yrn.•pn�un inn•.o.o.n.nn.....�se2.n.nisn-•e.•.ne.,uehttmw.ma i.+.+.mmnront V tflp4npba �y'� b�� wA✓r) NM •nl+r+wnwx �` ryrv�Rwww+w.> YEE YES YES YEAS � M•»+-.unt.,.,ww w..wa..,•...wr.R kwwwn. t•+•a`n u*+n.urmm�wo-aw�am�+b.wwYwaus4rwu� n•ry�•..pE „,•QED'. •ri Tamm Regional Water DISVIV *w Stormwater Quality Site Development Review Too[ l ..n�mwaa�.am.aa rrrrdmw.oa,.u..a.e�m.«nrnwwa+ednrw..Y w«ssm.r. '�waW.dwM/.dk�dnWq'.T��bs�r'�bP.Mr'rm�~ .Wrwpxx..+w r w+r.r..r.wti i..n.W n�e.bw D... M%.m. u.xnrxard. ero rxr,mn.Mvr. .- 0 ova emer.w.. ..mn wm i..�wn. ...nno mrtn r.�anMllwr+.e.Ma YE6 VES YES b E8 W r.r+w...r./ w. ++Mw wN.rwe.5.w.tM+�°un..rrwAfrrw.rwµwnw.n ��xM M�.n .wY r �W.waMMsvwwnneurp uw..MWt%..wR e.liwlhn u.r�x r}^x e1M lW 1; 9L ff .�w�. .d« S7CRM=ILTER DESIGN NOTES _ •THEB't 11'PEAK D FMN STORMFLTER TkfAIMfM GMACPIY VN11ES BYRIDGE(:WHT AND LOCALLY APPROM SURFACE AREA 1-" SPEGFIC FLOW RATE.PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. •THE PEAK DIVERSION STORMFILTER IS AVAL—IN A LEFT NLETIAS SHOWN)OR RIGHT INLET CONHGURATKN. T0.ANSFER HOLE AND COVER •ALL PMTS AND INTERNAL ASSEMBLY PROVIDED BY CUNLESS OTHERWISE NDTED. INET BAY P _. GRTRIDGE MLI.ECT10N CARTRIDGE HEIGHT CROP V yY'–p 1� TS �E }I� HEIGHTOFWER(VV) 1.%S � C] I i lVL h �•l �r �I SPEGFIC FLOW RATE( n I '\ -\–s–��' � CARTRIDGE FLOW RATE I9P�' ILS6 6 idlaoMNSPECIFIC FL01t .s..w�=. .e., 1 ALTERNATE k–^��^i1_LJ t_ _ 1 __ m PIPE IOCiiION �92 .. ,. AREQUIRE E 1 // DATA REQUIREMENTS �I F-I STRUCTURE ID ER AL [I CONTECH1 687ORMFILTER� OUttET BAY \FLTRATgM BAY I11'd'1 '.!I'S'�F vrt RIM ELEVATION PLAN aiM eLL VA NON .� AI rk.FAN:ticT ..•rte.__ FRAME AND COVER ':oTEssPECIALFEQUIREMLHTM: (DIAMETER VARIES) FRAMEAND N.T.S. CCVER rtYP OF Z) 'P=H ENGINEER OF RECORD /SEPAPAT ON WAl PERFORIMNCE SPECIFICAMN GRADE RINGSIRI6ER6 DEPTH TRI 14NCALL BFI MEDIA-FLLEDONTAM EMESq L EATED.RADMLRCW.AND SELF CLEANING. RADIAL MEDU (T'P OF2) DEPTH SHALL BE iJNCNEB.FILTER MEOIACONTACT TIME SHALL BE AT LEAST]B BECOM W. SPE FLOW RATS-1111 QPWBF MAIfYNY).SPECIFIC FLOW—111 THE MEASURE OFTHE FLOW(CPM)D 11 BY THE ---- ------ ME OIAMURFACECONTACTAAEASTI.MEDMVOLUMETRICFLOWRATESHALLBE BOPMICF DF MENA(M INUMI. PLET PIPE G�3 r_________ __________,!______SLI 1. NTELONS PROVIDE ALL MATFRIALSUFAE63 NOTED N&AII6E. 1 STEPB 1.DIMFDA PAR ICAT-KEOWITGS ARE REPERENGEgI•E4IHEDIME SIO09 MENS DTS.YVMY. L� E.FDA PABRICATWN DRAWINGS WITH DETAILED BTRUCNRE gMENMIONB AND WEIGHTS,PLEASE�MACTYWR CONIECH WEIR'NALL i 1 REPRESENTATIVE.wxP.coat ESm 4 L 6TO FILTERWATER QUALITYSTRUCTURE 6NALLBE NACCOROANCEWITHALLDESIGN DATAMDMFORIMTION COMNNED IN 1 TNISDRAWNG,CONTRAGTORTOCANFNM STRUCTURE MEETS REQUIREMENTS OF PROJECT. STRUCTURE SHALL LET PIPEA 70 VERT EILOATI RN.ENGINEER OF EMTH COVER OFD'-5'MDGRCUNDWATERELEVATION IO. \I~lJI n ORBINGS SNALL IRLETPS"TO ERT EL DBEEN.EYTH THE RECORD TOCONFIRM ACTUAL GROUNDWATER ELEVATION. 1 IF._L�11r1Z 11.,Sy1rr' GSTING66NALL MEET AASHTO MSDB AND BE CAST WRH THE CONTECH LOGO, h fFJI A,A .AYION NOTES 1 1 AN/SU ASE [f ILL CEPT NORKLAMIFLOTATIDN PR.ONSIONB ARE 9IESVECEIC DESIGN CONSIDERATIONS AND �' L–_ I II A In � A SP D NGNFFNO RECORD, CONT loft GIDE EOI M WITH SUFFGIENi LIFTNO ANO REACH CAP—TO LIFT AND SETTHE aTORMFIT LL 3 JC 1 IN C TCHES F!D IOFO). I F1-- -- – – -- J A'"/: L JGI' gE `U BR01 EN AU MATCH OU—ASMENB'E STRUCTURE, D LONTMI IJE.NS J ASURE TOP TET ,AI.'RI G"l4VERTWITNOUTLETBAYFLOOR. E,CDNTRP!;"' TE U.EASURES TO aROTFCT CARTRIDGES FROU CORATRUCTIONAE'.ATED EROSISN RUNOFF. -=AP>RO>Rln HOLE COVER WHEN TIE S`$TEM IST ONINE OUTLET PIPE SI ORMFILTER FLOW KR CARTRIDGE ELEVATION �pp LONpqp ECK THE STORMWATER MANAGEMENT STORMFILTER J ENQI=E3 50W ONS LLC 8'x 11'PEAK DIVERSION STORMFILTER Sto]mFl STANDARD DETAIL STORMFILTER DESIGN NOTES IN',1 -I>�f5 I,N ANDTH�V• �I>•nnnitn loll STYLE 199NOWNVlRH THE MA%IMUN NUI.ISERKGMtTRpOE9(11'.I.VAULT STYLE ALSO AVAIUBLf A9 OUTLET eAY(1954 E DIY] 'L INET BAY FT-S`77 T +F-Arl TOE It'Hry JT• Z dP STAB ACCESS oN(PIPE CAiTTSDGE 811ECTION 9EEFRAME AND �COVEk I-TML CARTTDDEHEIGHT a8' LOWS- ' C^'' REGONME DED HVDRAUI.IC DROv(Hj J.p5" 3 I,B' _ —H.,WW RATE p 99pMaI 1.8T'ppnJa� 1 ppn,'M ]PPVN 1.87 'vj 1Y19Fm'al I.BT'ppm§I I pMJaf CAPTRI03E ROW RA 1-1 YES 18.19 11.1! 1 15 1 19.53 1 7.5t8 8,95 O ■ • ■'�i �.B�I`O�® ■_J ■ �■.r,9 ■ r� 1.67 ppMe13PCGFIC FLOW R/.t[15 APPROVED IMTH PHO$PH09pR0AIP60R6)MEDIA ONLV R FLOW • .. . INLET,; ■ '• �_-■_ ■ ■ al'® +� -a e a -9 a �� SITE SPECIR i ■:' • ■ _l_.s" ■ A. •. ri■_. •_.B._ •.'•-'• -■_ �: DATA REQUIREMENTS i STF-1—E 9 - � WA E CL 'I L 3'CONGRETE .. ..•.,. :a-... C ~ R€TURN EM-ON fi SIOHMFI i E NUMBER OF HEIGHT I i p RE�fiKlF1ALlV - NUMBER OF CARTRIO ES F LIED ss' CONTECN RID E PLDW R.E A>�It ,v[.c alL-F PLAN VIEW ' VAULTSL;INLET BAY-OUTLET BAY NA VU-L'T PIPE UPSTREAM RIM ELEVATION DOWNSTREAN RIM ELEVATKON ANT4FLOTATKON SAI-LAST' I WIDTH HEIGHT FRAME,COVER,AND HATCH (SIZE AND CONFIGURATION VARY) NO'EsrsPEC.uL REa1nEMENTs: CDNTRACTOR TO GROUT TO N.T.S. FINISHED MADE TRADE RIN—ISERS -PER EVOINEEROF RECORD LOW SPREADER 6 BAFFLE WALL •. - GENERAL NOTES OItMFILTER BAFFLE .CONTEGH TO FROVIDEALLIUATERIAL—ESSNOTE—ERWTSE S CAR TILT Y.DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DMENBIONS MAY VARY. wAi S FDR SITE SPECIFIC DRAWINGS WTiH DETAILED VAULT DIMENSIONS AND WEMHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE.ww.C9MechE6aan - a.STORMFILTER WATER DUALITY STRUCTURE SHALL BE W ACCORDANCE—ALL DESIGN DATA AND INFORMATION CONTMNED IN THIS DRAW NG -' 5.4TRU I ESHALL MEET"EVAASH TO HS9p BEROFREC ASSUMING NFI R LOVEROF(P-SAta EREVAWATCREIEVATIONAT.ORBELOW,THE .\ - OUTLETPIPE INYERTELEVATION ENGNEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEYAlON,CASTINGS SW.LL MEET MSHTO tt�FLOW ..... OUTLET POE �f T.9PECFIGFLOW�E�IACONTAL TOMEMESHALLBEAESLEAsN ACTUATED.RADIAL FLOW AND BELE CLEANING.RADML MEDIA DEPTH SHALL ENERGY 6S` T 3g gECOFJD.S DIeSIFAM _ �7 PACf1Y(SI DIVIDED By THE FILTER OOMACT SURFACE A3EA(W R} PERMAFEM B.STORMFILTER STRUCTURE SHALL DE PRECAST COMFORMINO TO ASTM OSST AND As"TC LOAD FACTOR OESxRN ME— POO E EV. pJ3 LLATION NO INLET PIPEA.AN>'SU8-BASE,SACIEEIDEPTN,AN010R ANTVFLOTATION PROVISIONS ARE 8ITESPECIRIC DESIGN CONSIDERATIONS AND 91Vyl RE SECTION A•A ,m SPE(.TFlEDSV ENORGVIDE GUIPME. B.CLU TMCTOR V PROVIDE EDUIPMENT VATM SUFFICIENT LIFTING AND REACH GAPAGTV TO LIFT AND SET THE 9TORMFlLTER VAULT[LIFTING GLUT PAcT ROV N C.CONTRACTM 10INSTALL.N L.AND BETWEEN VAULT SECTIONS E INVERT IVAULT. D.DONTRACTOR TO PROVIDE,NSTALL,ANO SURE TOES.PROTECT CUTLETPVPNVERTWITIDUTIETBAY FLOOR E.CONTRACTOR TO TAKE APPROTLMTE MEASURES TO TIOTECT GRTRIOOE9 FROM CON6TgUCTgNREUTEO EROSION RUNOFF. NTEC H• SF11.5x36.6 E1+GNEEEE1)Foumom LLC STORMFILTER SWrtnFilter• 1411 11 w>r-�>,�>,. awe_ �E _-,irr•s..�'W"±a=- s.� STANDARD DETAIL Y?/ STORMFILTER DESIGN NOTES 3._i. •THE 0110 PEAK DNERSION STORMFLTER TREATMENT CAPACITY VARIES BY CARTRIDGE CWM AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE.PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORO. yI •THE PEAK ONERSM STORMFILTER IS AVA BLE IN A LEFT INLET IAS SHOWN)OR FM INET CONFIGURATION. iMNSFER HOLE M1D COVER •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. �� CARTRIDGE SELECTION _ ___ __ _____ T CARTRIDGE—Hr 3 LOW DROP RECONNENOEO LI .. -� th`Si C+N ' gPECIFO FLGfr RATE"[ - t q�ns! 2 -Y, q.sd_ -�< y� L� j "-9Dm f8PECIFICFLOWRATEIEAPPR- I ti ALTERNATE L---------- 61- ---- c - SFFE SPECIFIC DATA RECUIREMENTS 7 1 _1 BOLOW ORCP(LD l I CFti"NTCCN �� '11EE arx zscREo _PSST EAM • 1 1 AMETER STORMFILTER CARTRIDCI t f,F[ IAL 11 Rill I e. 11 BAY FILTRATION BAY PLAN FRAME AND COVER ';�-CS'S�ECIAL HEOUIRE VENTS: (DIAMETER VARIES) FRAME AN}COVER D' 'PER.ENGINEER OF RECORD ttP OF 9FPARATON WALL PERF RMA PE F GRADE RINGSIRISER9 FLYER CARTRIDGES BHALI MEQIMFLLED,PA$sNE,SMNON ACTUATED,RADIAL FLGW.AN09ELF CLEANING.RAIxAI MEDY m,P OF 2) DEPTH ENALL BE TNNCNE$,FILTER—WNTACTTIME B L BEAT LEAST BE SECONDS. 3PEC? —1ASURFACERCONTACTARBE 2 EA((SFIWMESF IM�WFTFBCFLOWFRAn S-LL.EHEOPBBCFOF SOAFL(MA%MIM),)ONDED BV THE INLET PIPE �n� O L M 1. NTECH OVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. F"--- --+-I STEPS 2DIMENSIONS NARKED WITH()ARE REFERENCE DOISNBONS,ACTUAL.DIMENSIONS MAT VARY, I 1 FOR FASRGATg DRAWNGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS.PLEASE CONTACT YOUR CONFECT! WEIR WALL I I F(EPRESEMATIVE.wwxmnlnenEB.mm 6 I q N.STORMFILTER WATER QUALITY STRJCTURE$HALL BE N ACCORDAN—WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN FO I b THIS ORAWNG,CONTRACTOR TO CONFIRM STRUCTURE MEET$REOIREMENTS OF PROJECT. 1 Illi��) I OF DE UR THE OUNEETAABHVERTELOATI RAT ENGINEER UMBIGEA RDTVEROFO-5'ANOGRDUNpWATERELE AT . Ill ( 7 OR BELDW.THE OUTLETPIPEABH IN VERT ELEVATION.ENGINEER OON—H LOGGONFRNACTUALORWHOWATFA D.EVATON. ft_ CABTING39HALL MEET MSHTO MJBB AND BE CAST WITH THE GOINTECH LOGO, h �Ji II II 'i Ik I � INSTALUTON NDlES I I II lI I' 'I II I A aM'gUBNNASE BACRFLL DEYIH.ANDgR ANIIFLDTATION PROLRBroN3 ARE SITESPECY=IC UESONCONSOERAIONB ANU S L� 1 ii p III a BH NlL TPEOFIE98YENEINEEROFRWITH S - f- 1 • Y II I 8.CONTRACTpft'O PROVIOEEWIRNENT WITH 9UFFOIENT LIFTING AND REACH CAPACItt TO LIFT AND SET THE 9TORMFILTER II FH. I I 1 Y Y TOR JOINT SEAV FBETWEEN ON RACTDR TOINSTA LJOINi 3E aNT REN EEN ALL S—INS ASSEMB:E STRUCTURE D.FONTRACTOR TO VROVIDE.IH5TALL,ANOGR-l-p .MATCH OUTLET 11 WVERT WI TN OUTLET BAY FLOOR. L CONNLACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM OOHSTRUCTKkI-RELATED EROSION RUNOFF, F.CONTRACTOR TO REMOVE THE TRANSFER HO.+E COVER WHEN THE SYSTEM A BROUGHT—E. OUTLET PIPE BTORMFILTER FLOW KIT CARTRIDGE ELEVATION ,�a CNTECK THE STORMWATER MANAGEMENT STORMFILTER ENamm.solu'oQ s ut 8'x 16'PEAK DIVERSION STORMFILTER StamFilTer• .,ZS.. -- r - ::3-.ix-ri-ii'zi+1== STANDARD DETAIL u.e ter i J IlJ �_ aawwwwmwwr DAKCTA wTftCEr i7 •• we arwE nl M t �..A GRAPHIC SCALE IN FEET _I I •rte . -. a° . _ '. 0 40 80 160 PROP.%MALL' , s f 8'X11'STORMFILTER 9.0'WIDE : +" SYSTEM BIOSWALE PROP.DOG PARK ° PROP.'LARGE" j11.8'WIDE BIOSWALE 1 !� w >��1 pv: DOG PARK NOTE THE PROPOSED DOG PARK IS INTENDEDTO BE TEMPORARY AND IS LOCATED ON LANDOWNED BY TARRANT REGIONAL WATER DISTRICT(TRWD).TRWO AND THE PROPERTY OWNER OF L07'1R,BLOCK 11 ARE ENTERING A LICENSE AGREEMENT FOR THE SURFACE USE OF THE DOG PROPERTY OWNER OFLOT 1R, BLOCK 11 WILLSE LOt IR-1.BLOCK 11 6i RESPONSIBLE FOR MAINTENANCE OF THE DOG PARK ev4+nscwwl �/ I+iIlit000ID011101, i rwmo 11.5'X36.5' STORMFILTER SYSTEM i 6x14'STORMFILTER STORMFILTER & srsrEM BIOSWALE PLAN VIEW LEFT BANK MULTI-FAMILY _. LjeL -> y' 499 HARROLD STREET :'-.;.•r.`vrwa+'' \so•+zs-,+ LOT 1 R,BLOCK 11 AS FmI WORTH,ORT TEXAS� ■ ey» orn 13455 NULL KUAU.5U11 t AJC UALLA:i,1 EXAS PHONE.972-770.1300 FAX 972-239-3820 TEXAS REGISTERED ENGINEERING FIRM F428 - - - - - - - - - - - - - - - - - - - - - - - FREEBOARD 0 100-YR WSEL 1 o FLOW DEPTH 3 BOTTOM WIDTH=2.0' f LARGE BIOSWALE CROSS SECTION N.T.S. Continuity Equation Manning's Equation Design Bottom Flow Wetted Left Right V100 Area Mannings Channel HydraulicVioo Area Quo Width Depth Perimeter (cfs (ft) (ft) Sideslope Sideslope (f/sec) (s f) 'n'Value Slope (ft) Radius (ft/sec) (so 3.66 2.000 0.5987 3.0 3.0 1.610 2.273 0.035 0.50% 5.787 0.393 1.610 2.273 O CLEANOUT /1 O 30"SOIL MEDIA LAYER(60%SAND,20%LEAF LJ / COMPOST,20%TOPSOIL WITH<5%#200 SIEVE) I �� O3 6"GRAVEL LAYER,Y4"GRAVEL / O FILTER FABRIC ON SIDES AND AT TOP OF GRAVEL LAYER BIOSWALE CROSS 3 O 4"SCHEDULE 40 PERF.PVC UNDERDRAIN SECTION & NOTES Q O RIM OF STRUCTURE �J TYPICAL SECTION \` ,� LEFT BANK MULTI-FAMILY S — 5 O7 MIN.FL 4"PERF.PVC,FL 499 HARROLD STREET LCT w.,BLOCK 11 BIOSWALE DETAIL O8 GRATE INLET FORT WORTH,TEXAS N.T.S KidepMorn 1345ENOEL `4i:>.SU TE >: :A:.4 T ,_ „y . 972 vK,NVII T,:-..XAs REGISTEREDENGINEERIN,Flff'mM -?F FREEBOARD 0 100-YR WSEL 1 v FLOW DEPTH 3 6 BOTTOM WDTH=2.0' r SMALL BIOSWALE CROSS SECTION N. .S. Continuity Equation Manning's Equation Design Bottom Flow Wetted Left Right V1 00 Area Mannings Channel Hydraulic V1oo Area Q100 Width Depth Sideslo (ft/sec) (SP 'n'Value Slope perimeter Radius (cfs) (fl) (ft) Pe Sideslo pe ( ) pe (ft) (fVsec) (sf) 0.49 2.000 0.1709 3.0 3.0 1.141 0.429 0.035 1.000% 3.081 1 0.139 1 1.141 1 0.429 BIOSWALE CROSS SECTION & NOTES LEFT BANK MULTI-FAMILY 499 HARROLD STREET LOT 1 R,BLOCK 11 FORT WORTH,TEXAS 4< KimlepMorn PHON E.9 72-770-13M FAX:972-23939< TEXAS REGISTERED ENGINEERING FIRM F 7 PLANTING LEGEND 0 .. _ La 0 G t _ vire+ Z 02-ELEVATION:PET WASTE DISPOSAL \ • -- -- OO �^E xxcr.l�a ...a DOG tt t p d PARK p 1'-' k 3 � r � � � © .mere ru.uunv CONSIAlIC1T01] Z .i ' ✓ -- > w a �• a LN ., -. LLJ2 LUr. O �3 r ;• 1 oa o I I y IL EXISTING SITE FURNISHINGS 3 44 1.N- �\ t Y t `••�f"I �'nnwtna D_ eamnnaxuwrernE ,C J'/71 -�T'1 4.^.•r �.(,iJ F'-�i�.•:,f �\�4,�, <_0•{/1 # PUNTING Pl4N �`r^ L402 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION , MAINTENANCE & INSPECTION PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by following the manufacturer recommendations for maintaining the system, or once every 6 months, whichever is of the shorter duration. Disposal of litter, sediment, and debris shall be in accordance with federal, state and local regulations. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted at frequency specified by manufacturer and documented in the manufacturer supplied or City's inspection form (Exhibit C) • The inspection form shall document the condition of the Facility's components, Inspections for each water quality device shall be performed using the form below, or equivalent from the manufacturer of the device. If performing inspections using manufacturer's inspection list, attach to Exhibit C. Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City annually Inspection forms shall be sent to the following: Storm Water Division, Transportation & Public Works Department, City of Fort Worth 1000 Throckmorton Street, Fort Worth, TX 76103 STORMWATER FACILITY MAINTENANCE AGREEMENT 9 Rev.12/29/2014 Water Quality Device Name: Vendor&Model: Date Inspected: Location: Weather Conditions: Inspected By: Inspection Time: (Regular Time/Hours) (Over Time/Hours) Vehicle ID/#: Inspection Mileage: (Starting) (Ending) (Total) Circle one per question Manhole Lid Work Order Required? Yes No NA Comment: 1. Manhole Base Work Order Required? Yes No NA Comment: 2. Obvious Damage to BMP? Yes No NA Comment: 3. Percentage of Debris? <10% 10-25% 26-50% 51-75% 76-100% Comment: 4. Offensive Oder Present? Yes No NA Comment: 5. Mosquito Larvae Present?Yes No NA Comment: 6. Oil Sheen Present? Yes No NA Comment: 7. Cleaning Work Order Required? Yes No NA Comment: 8. Water Clarity?Clear Brown Green Black Gray Comment: Utility Fee Credit? Yes No NA Comment: Additional repair or maintenance comments: STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev.1212912014 Exhibit "D" [City Approved Maintenance Specifications from Manufacturer of Water Quality Device]. STORMWATER FACILITY MAINTENANCE AGREEMENT 11 Rev.12/29/2014 EXHIBIT "D" C=wNTECH` ENGINEERED SOLAJTIONS StormFilter Inspection and Maintenance Procedures }r 'l-t.or-Fri Iter f w.w m a , , A , fie. i1, Maintenance Guidelines In addition to these two activities,it is important to check The primary purpose of the Stormwater Management the condition of the StormFilter unit after major storms for StormFilter®is to filter and prevent pollutants from entering our potential damage caused by high flows and for high sediment waterways. Like any effective filtration system, periodically these accumulation that may be caused by localized erosion in the pollutants must be removed to restore the StormFilter to its full drainage area. It may be necessary to adjust the inspection/ efficiency and effectiveness. maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection Maintenance requirements and frequency are dependent on the activities can be conducted at any time,and maintenance should pollutant load characteristics of each site. Maintenance activities occur,if warranted,during dryer months in late summer to early may be required in the event of a chemical spill or due to fall. excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Frequency The primary factor for determining frequency of maintenance for Maintenance Procedures the StormFilter is sediment loading. Although there are many effective maintenance options,we A properly functioning system will remove solids from water by believe the following procedure to be efficient,using common trapping particulates in the porous structure of the filter media equipment and existing maintenance protocols.The following inside the cartridges.The flow through the system will naturally two-step procedure is recommended:: decrease as more and more particulates are trapped. Eventually 1. Inspection the flow through the cartridges will be low enough to require • Inspection of the vault interior to determine the need for replacement. It may be possible to extend the usable span of the maintenance. cartridges by removing sediment from upstream trapping devices on a routine as-needed basis,in order to prevent material from ' Maintenance being re-suspended and discharged to the StormFilter treatment • Cartridge replacement system. • Sediment removal The average maintenance lifecycle is approximately 1-5 years. Inspection and Maintenance Timing Site conditions greatly influence maintenance requirements. At least one scheduled inspection should take place per year with StormFilter units located in areas with erosion or active maintenance following as warranted. construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. First,an inspection should be done before the winter season. During the inspection the need for maintenance should be Regulatory requirements or a chemical spill can shift maintenance determined and,if disposal during maintenance will be required, timing as well.The maintenance frequency may be adjusted as samples of the accumulated sediments and media should be additional monitoring information becomes available during the obtained. inspection program.Areas that develop known problems should be inspected more frequently than areas that demonstrate no Second,if warranted,a maintenance(replacement of the filter problems, particularly after major storms.Ultimately,inspection cartridges and removal of accumulated sediments)should be and maintenance activities should be scheduled based on the performed during periods of dry weather. historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs.. 1 i�' r1yy4 Y� Maintenance Decision Tree �< The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide.(Other factors,such as Regulatory Requirements,may need to be considered) 1. Sediment loading on the vault floor. F a. If>4"of accumulated sediment, maintenance is . :. required. 2. Sediment loading on top of the cartridge. Jl a. If >1/4"of accumulation, maintenance is required. 3. Submerged cartridges. a. If>4"of static water above cartridge bottom for more ' �" sf - than 24 hours after end of rain event, maintenance is required.(Catch basins have standing water in the cartridge bay) Inspection Procedures 4. Plugged media. The primary goal of an inspection is to assess the condition of a. If pore space between media granules is absent, the cartridges relative to the level of visual sediment loading as maintenance is required. it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative 5. Bypass condition. flow through the filter cartridges. If the submerged cartridges a. If inspection is conducted during an average rain fall are severely plugged,then typically large amounts of sediments event and StormFilter remains in bypass condition will be present and very little flow will be discharged from the (water over the internal outlet baffle wall or submerged drainage pipes. If this is the case,then maintenance is warranted cartridges), maintenance is required. and the cartridges need to be replaced. 6. Hazardous material release. Warning:In the case of a spill,the Worker should abort a. If hazardous material release(automotive fluids or other) inspection activities until the proper tjuidance is obtained. is reported, maintenance is required. Notify the local hazard control agency and Contech Engineered Solutions immediately 7. Pronounced scum line. a. If pronounced scum line(say>_ 1/4"thick)is present To conduct an inspection: above top cap, maintenance is required. Important: Inspection should be performed by a person who is familiar with the operation and configuration of the StormFilter treatment unit. 1. If applicable,set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. ` 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. x t , 3. Open the access portals to the vault and allow the system vent. - 4. Without entering the vault,visually inspect the inside of the 9 unit,and note accumulations of liquids and solids. ' ' 5. Be sure to record the level of sediment build-up on the floor ° of the vault,in the forebay,and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. - Record all observations. Digital pictures are valuable for historical documentation. 6. Close and fasten the access portals. 7 Remove safety equipment. ' 8. If appropriate,make notes about the local drainage area relative to ongoing construction,erosion problems,or high loading of other materials to the system. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. pc►rtant I#vault enUy is required,OS hta� HA rules fcr tconfiraed F t space entry must be followed Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from Contech Engineered Solutions. Warning. In the case of a spill,the maintenance personnel a , should abort maintenance activities until the proper guidance is obtained.Notify the local hazard control agency and �µ " Contech Engineered Solutions immediately. To conduct cartridge replacement and sediment removal �� 1 �� •�„� maintenance: ” 1. If applicable,set up safety equipment to protect maintenarrr N personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the doors(access portals)to the vault and allow the system to vent. 4. Without entering the vault,give the inside of the unit, Important:Care must,be used to avoid d .rn,,r: r q t-C including components,a general condition inspection. cartridges during remoal azA installation 'iic post o: 5. Make notes about the external and internal condition of repairing components darnaged dunry will be the vault.Give particular attention to recording the level of the responsibility of*,he ownei, sediment build-up on the floor of the vault,in the forebay, C. Set the used cartridge aside or load onto the hauling and on top of the internal components. truck. 6. Using appropriate equipment offload the replacement cartridges(up to 150 lbs. each)and set aside. D. Continue steps a through c until all cartridges have been 7. Remove used cartridges from the vault using one of the removed. following methods: Method 2: Method 1: A. This activity will require that maintenance personnel enter A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain the vault to remove the cartridges from the under drain manifold and place them under the vault opening for manifold and place them under the vault opening for lifting(removal). Disconnect each filter cartridge from the lifting(removal). Disconnect each filter cartridge from the underdrain connector by rotating counterclockwise 1/4 of underdrain connector by rotating counterclockwise 1/4 of a turn. Roll the loose cartridge,on edge,to a convenient a turn. Roll the loose cartridge,on edge,to a convenient spot beneath the vault access. spot beneath the vault access. B. Unscrew the cartridge cap. Using appropriate hoisting equipment,attach a cable C. Remove the cartridge hood and float. from the boom,crane,or tripod to the loose cartridge. Contact Contech Engineered Solutions for suggested D. At location under structure access,tip the cartridge on its attachment devices. side. B. Remove the used cartridges(up to 250 lbs.each)from the E. Empty the cartridge onto the vault floor. Reassemble the vault. empty cartridge. F. Set the empty,used cartridge aside or load onto the hauling truck. G. Continue steps a through a until all cartridges have been removed. 4 8. Remove accumulated sediment from the floor of the Material Disposal vault and from the forebay.This can most effectively be The accumulated sediment found in stormwater treatment accomplished by use of a vacuum truck. and conveyance systems must be handled and disposed of in 9. Once the sediments are removed,assess the condition of the accordance with regulatory protocols. It is possible for sediments vault and the condition of the connectors. to contain measurable concentrations of heavy metals and 10.Using the vacuum truck boom,crane,or tripod,lower and organic chemicals(such as pesticides and petroleum products). install the new cartridges.Once again,take care not to Areas with the greatest potential for high pollutant loading damage connections. include industrial areas and heavily traveled roads. 11 Close and fasten the door. Sediments and water must be disposed of in accordance with 12.Remove safety equipment. all applicable waste disposal regulations.When scheduling 13.Finally,dispose of the accumulated materials in accordance maintenance,consideration must be made for the disposal of with applicable regulations. Make arrangements to return the solid and liquid wastes.This typically requires coordination with used empty cartridges to Contech Engineered Solutions. a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility,local waste water treatment plant or on-site treatment and discharge. Related Maintenance Activities - Performed on an as-needed basis StormFilter units are often just one of many structures in a more - comprehensive stormwater drainage and treatment system. r successful,I order f maintenance StormFilter t be succe it In o a or maintena a of the Sto 0 is imperative that all other components be properly maintained. The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities,it is also important to correct any problems identified in the drainage area. Drainage 1 area concerns may include:erosion problems, heavy oil loading, E � and discharges of inappropriate materials. d' r 4 �tl ab1 f . ,a s > Inspection • • Date: Personnel: Location: System Size: System Type: Vault ❑ Cast-In-Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ Date: Sediment Thickness in Forebay: Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes(if available): Cartridges Submerged: Yes ❑ No ❑ Depth of Standing Water: StormFilter Maintenance Activities(check off if done and give description) ❑ Trash and Debris Removal: ❑ Minor Structural Repairs: ❑ Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: Review the condition reports from the previous inspection visits. StormFilter Maintenance Report Date: Personnel: Location: System Size: System Type: Vault❑ Cast-In-Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ List Safety Procedures and Equipment Used: System Observations Months in Service: Oil in Forebay(if present): Yes ❑ No ❑ Sediment Depth in Forebay(if present): Sediment Depth on Vault Floor: Structural Damage: Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source: StormFilter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Yes ❑ No LI Details: Replace Cartridges: Yes ❑ No ❑ Details: _ Sediment Removed: Yes ❑ No ❑ Details: Quantity of Sediment Removed(estimate?): Minor Structural Repairs: Yes ❑ No ❑ Details: Residuals(debris,sediment)Disposal Methods: Notes: RECYC D PAPER ENGINEERED SOLUTIONS 02016 CONTECH ENGINEERED SOLUTIONS LLC. 800-338-1122 www.ContechES.com All Rights Reserved. Printed in the USA. Contech Engineered Solutions LLC provides site solutions for the civil engineering industry.Contech's portfolio includes bridges, drainage,sanitary sewer,stormwater and earth stabilization products. For information on other Contech division offerings,visit contech-cpi.com or call 800.338.1122. Support • Drawings and specifications are available at www.conteches.com. • Site-specific design support is available from our engineers. NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR AN Y PARTICULAR PURPOSE.SEE THE CONTECH STANDARD CONDITIONS OF SALE(VIEWABLE AT WWW.CONTECHES.COM/COS)FOR MORE INFORMATION. 800.338.1122 www.conteches.com StormFilter Inspection and Maintenance Procedures 8/2016 Exhibit "D" BIOSWALE INSPECTION AND MAINTENANCE PROCEDURES Activity Schedule Mow grass to maintain a height of 4 to 6 inches. Remove As needed grass clippings. (frequent/seasonally) Inspect grass along side slopes for erosion and Annually formation of rills or gullies and correct. Semi-annually the first ear Inspect and correct erosion problems in the bed of the Annually swales. (Semi-annually the first ear Based on inspection, plant an alternative grass species Annually of the original grass cover has not been successfully (Semi-annually the first year) established. Remove trash and debris accumulated in the swale. As needed Roto-till or cultivate the surface of the sand/soil bed of As needed the swales if the swales do not draw down within 48 hours. Remove sediment build-up within the bottom of the As needed swale once it has accumulated to 25% of the original design volume. STORMWATER FACILITY MAINTENANCE AGREEMENT GREYSTAR" Dog Parks/Playgrounds: Policy and Procedures Owner/Management Company Responsibilities: Owner will install trash and waste receptacles for dog park users Dog Park will be landscaped and grass maintained on a weekly basis through a third party vendor Pet waste bags will be provided in the park as well as around the community Maintenance Team will conduct daily walks of the area and ensure all areas are cl ear of debris Signs will be posted to provide policies for resident's use of the Dog Park Resident Policies: Dog Park open during daylight hours For use by residents only as it is private property All dogs should be registered and current on vaccines Owners must clean up and property dispose of waste left by the dogs Each dog owner/handler must have a leash in possession in their possession Management reserves the right to revoke dog park privileges �► greystar.com EXHIBIT"E" [MAINTENANCE CONTRACT] STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev.12/29/2014