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Home My WebLink AboutReso 2020-224 DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 RESOLUTION O. 2020-224 RESOLUTION OF TIME CITY COUNCIL OF THE CITY OF CHOLA VISTA APPROVING A STORMWAT ER MANAGEMENT T FACILITIES MAINTENANCE AGREEMENT WITH GRANT OF ACCESS AND COVENANTS FOR OTAY RANCH VILLAGE EIGHT WEST BETWEEN TIME CITY, F3OME ED "TILLAGE 8, LLC, AND OTAY LAND COMPANY, LLC WHEREAS, a Stormwater Management Facilities Maintenance Agreement with grant o Access and Covenants (the `Agreement") has been negotiated between HomeFed Village 8, LC, a Delaware limited liability company and Otay Land Company, LLC, a Delaware limited liability company, (collectively, "Owner"), and the City of Chula Nista (the "City"); and WHEREAS, Owner has applied for a grading permit for the development of Qtay Manch. "Project"), portions of Lots 7 and. of Otay Rancho, per Map Village Nestlocated on No. 862 filed February 7, 1900 ("Project Site") as depicted in a vicinity reap in Exhibit "A" and more particularly property legal description, Exhibit 1113", bath attached hereto articu ar described In t and incorporated herein by this reference; and WHEREAS, as a condition of the grading permit, Owner(s) is are required to implement and maintain structural or non-structural pollution prevention measures, such as site design, source control, treatment control, and hydromodification control (where applicable) methods required to minimize polluted runoff and any other environmental impacts from Project during the pest-development phase (collectively, the "B Ps"); and WHEREAS, condition of approval cumber 26 of the City of Chula Vista Standard. Tentative Map Conditions of Approval per Section -300 of City's Subdivision Manual, approved by City Council by Resolution 2010-278, requires the Owner to enter into a maintenance agreement to secure the maintenance of drainage related facilities including but not limited to the removal of silt from any temporary or permanent basins, the repair of downstream erosion, and provide any resource agency permit necessary for said improvements for the Project (collectively, "Erosion/Sedimentation Control Facilities"); and WHEREAS, Owner(s) has(have) represented that certain drainage improvements, biofiltration BMP basins, detention basins, desilting basins, drainage outfall, storm grater quality management facilities and erosion/sedimentation control facilities as shown on the rough grading plans for the Project, Chula Vista Drawing Number 14011, will meet City and. Regional Water Quality Control Board requirements for water quality for the entirety of Village 8 West; and WHEREAS,, a portion of the Bim:Ps are located onsite, and a portion of the B P's are located offsite on the real property more particularly described on Exhibit "C", attached hereto and incorporated herein by this reference; and DocuSign Envelope ID: F53EF22E-9F21-408,0-B232-B9B79EF55D56 Resolution No. 2020-224 Page No. 2 WHEREAS, Owner(s) will initially maintain such improvements as provided in this Agreement; and WHEREAS, pursuant to City's urban runoff regulations, including Chula Vista Municipal Code, Chapter 14.20 (the "Storm Water Management and Discharge Control Ordinance") and the Chula Vista BMP Design Manual, Owner(s) is(are) required to prepare and submit a Stormwater Quality Management Plan (SWC MP), which includes an Inspection, Operation, and Maintenance Plan (IOMP) and WHEREAS, the Owner(s) has(have) submitted SWQMP, which is on file in the office of the City Engineer; and WHEREAS the SWAMP proposes that storm water from Pro I j ect be detained and treated by the use of permanent Storm Water Management Facilities ("SWMFs")-, and WHEREAS, the SWMFs are classified in the SWQMP as site design, treatment control, and hydromodification control IPs; and WHEREAS, the SWAMP specifies the manner and standards by which the SWMFs must be inspected, maintained, and repaired in order to retain their effectiveness- and WHEREAS, prior to the issuance of any construction permits for Project, City requires, Owner(s) to enter into Agreement to ensure the installation, inspection, maintenance, and repair of pen-nanent SWMFs. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chula Vista that it approves the Stormwater Management Facilities Maintenance Agreement with Grant of Access and Covenants, between the City of Chula Vista and HomeFed Village 8 West, LLC and Otay Land Company, LLC, in the form presented, with such minor modifications as may be required or approved by the City Attorney, a copy of which shall be kept on file in the Office of the City Clerk, and authorizes and directs the City Manager to execute same. [SIGNATURES ON THE FOLLOWING PAGE] DocuSign Envelope ID: F53EF22E-9F21-408,0-B232-B9B79EF55D56 Resolution No. 2020-224 Page No. 3 Presented by Approved as to form by e—DocuSigned by: e—DocuSigned by: AN CF40650850444BF.., Tiffany Allen Glen R. Googins Director of Development Services City Attorney PASSED, APPROVED, and ADOPTED by the City Council of the City of Chula Vista, California, this 6th day of October 2020 by the following vote: AYES: Councilmembers: Diaz, Galvez, McCann, Padilla, and Casillas Salas NAYS: Councilmemhers: None ABSENT: Councilmembers: None e—DocuSigned by: 4ds,, 062 B F D7CO13864 56. Mary Cas,illas Salas, Mayor ATTEST: e—DocuSigned by: 3074 D 104 EAF342 E... Kerry K. Bigelow, MMC, City Clerk STATE OF CALIFORNIA COUNTY OF SAN DIEGO CITY OF CHULA VISTA 1, Kerry K. Bigelow, City Clerk of Chula Vista, California, do hereby certify that the foregoing Resolution No. 2020-224 was duly passed, approved, and adopted by the City Council at a regular meeting of the Chula Vista City Council held on the 6th day of October 2020. Executed this 6th day of October 2020. e—DocuSigned by: 3074 D 104 EAF342 E... Kerry K. Bigelow, MMC, City Clerk DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 BEING PORTIONS OF LOTS 27 AND 28 OF OTAY RANCHO, IN THE COUNTY OF AN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 862, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 7, 1900. DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 EXHIBIl' 'fB ) LEGAL DESCRIPTION BEING ALL OF OT,AY RANCH VILLAGE 8 "WEFT, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ,ACCORDING TO MAP THEREOF NO._�_�_, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SCAN DIEGO DocuSign Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D56 EXHIBIT ll�i lv SHEET 1 OF 5 LOT LOT LOT LOT 23 24 BIOFILTRATION/ A 0 LOT LOT LOT HYDROMODIFICATION 1 26 1 2 25 BASIN BF-1 LOT �sT L ........................................................... WOLF CANYON LOT LO 3 8 LOT LOT 8 5 I � LOT � LOT LOT LOT 13 L1 06 � � 15 9 LOT LOT � 10 11 DoT RESERVOIR nor � 20 (N.A.P) 17 I LOT 29 LOT z �> 30 LOT 0 18 np ml � LOT L p T C/) 21 > LOT mi 19 � (n LOT U22 BIOFILTRATION BASIN BF-1 OTAY RIVER (OFF-SITE) SITE MAP NOT TO SCALE DocuSlgn Envelope ID:F53EF22E-9F21-0080-B232-B9B79EF55D56 EXHIBIT c� SHEET 2 OF 5 OFF-SITE STORM WATER MANAGEMENT FACILITIES I CDS UNIT CID5 5668-10-C l � 340. \ \ I EXHIBIT C SHEET 3 BASIN OUTLET DETENTION BASIN PLAN VIEW: BIOFILTRATION BASIN � - BF-1 OTAY RIVER SCALE 1"=100' DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 EXHIBI rl"- ' SHEET 3 OF 5 OFF-SI TE STORM WATER MANAGEMENT FACILITIES 1t 2' 11 TCP OF BASIN owl • MODIFIED TYPE A-4' CLEANOUT YA CONCRETE 3'W 3'H DRAINAGE DITCH NOTCH 18" ENC. SOIL MIX 24"-3/4" GRAVEL " 4 PIPE BEYOND PERFORATED PVC PIPE WRAPPED IN PLASTIC LINEAR FILTER FABRIC PER 30 MIL PVC PLAN BASIN OUTLET BIOFILTRATION BASIN BF-1 OTAY RIVER NO SCALE NOTES: 1. BIOFILTRATION 'ENGINEER SOIL' LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5 CLAY CONTENT, THE MIC SHALL CONTAIN 50-60% SAND, 0-30% COMPOST OR HARDWOOD MULCH, ,AND 20-30% TOPSOIL. . GRAVEL BASE SHALL BE 3/'4" CRUSHED ROCK DYER WITH A MINIMUM DEPTH OF 24." MAY BE DEEPENED TO INCREASE TTHE INFILTRATION AND STORAGE ABILITY OF THE BASIN. DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 EXHIBIT a SHEET 4 OF 5 BMP AND HMP TYPE, LOCATION, AND DIMENSIONS EXHIBIT C. SHEET 5: BASIN RISER ry z � 0 m z U) tK m D � CDS UNIT: D 5 40-10-- M D 5 53-1 D—C DETENTION BASIN PLAN VIES. B10FILTRA ION/HYDROMODIFICATION BE-1 WOLF CANYON SCALE 1 10 1 00' DocuSigin Envelope ID: F53EF22E-9F21-4080-B232-B9B79EF55D 6 Jfc I SHEET 5 OF 5 EXHIBIl, BMP AND HMP TYPE, LOCATION, AND DIMENSIONS /-TOP OF BASIN GRATE MODIFIED TYPE `A- ' CLEANOUT X=8' Y-8' 1. 'H WEIR r- 11 12.x► DIA. ORIFICE . , DIA. ORIFICE N-1-1800 ENG. SOIL MIC 2410-3/411 GRAVEL EL PLASTIC LINEAR, 30 MIL PVC 8" PERFORATED PVC PIPE PER PLAN DETENTION BASIN I SER BIOFILTRATION./HYDROM ODIFI CATI N BF-1 WOLF CANYON NO SCALE NOTES: 1. BIOFILTRATION 'ENGINEER SOIL' LAYER SHALL BE MINIMUM 18" DEEP 'SANDY Lc AM' SOIL MIX WITH NO MORE THAN % CLAY CONTENT, THE MIC SHALL CONTAIN 50-60% SAND, 0-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. 2. GRAVEL BASE SHALL BE 3/"4" CRUSHED ROCK LAYER WITH A MINIMUM DEPTH OF 24." MAY BE DEEPENED TO INCREASE TTHE INFILTRATION AND STORAGE ABILITY OF THE BASIN.