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HomeMy WebLinkAboutCC RESO 9777RESOLUTION NO..' ' ' 97.7'7- RESOLUTION AUTHORIZING FILING OF AN APPLICATION. FOR FEDERAL GRANT FOR SEWAGE TREATMENT WORKS CONSTRUCTION (Plaza Boulevard Interceptor Sewer) BE IT RESOLVED. by the City Council of the City of National City that the City Manager is hereby authorized to file an Application for Federal Grant for Sewage Treat- ment Works pursuant to. the Federal Water Pollution Control Act, ,as amended (33 U.S.C'. 466 et seq.),for the construct- ion of the Plaza Boulevard .Interceptor Sewer - National City Connection to .the Metropolitan Sewerage System. ATTEST: PASSED AND. ADOPTED this 25th day of March,1969. U. S. DEPARTMENT OF THE INTERIOR FEDERAL WATER POLLUTION CONTROL ADMINISTRATION • FORM APPROVED BUDGET BUREAU NO. 42—R14'. APPLICATION FOR FEDERAL GRANT FOR SEWAGE TREATMENT WORKS UNDER 33 U.S.C. 466 et seq. (To be submitted in triplicate. to the State 14'ater Pollution Control Agency. See instructions before completing application.) - • TO BE FI LLED IN BY STATE DATE RECEIVED PROJECT NUMBER SECTION 1 - REQUEST FOR CONSTRUCTION GRANT • LOCATION OF PROJECT (County or Parish, City or Town etc., State) California, San Diego County, National City GRANT REQUEST $ 389,000 LEGAL NAME OF APPLICANT City of National City ADDRESS (street, city, state, zip code) Civic Center, 1243 National Avenue, National City, California (herein called the "Applicant") hereby makes application to the United States of America (herein called the "Government") for Federal assistance as above indicated in the construction of Plaza Boulevard Interceptor Sewer r- National. City Connection to the retropolitan Sewerage System. (herein called the "Project") - The attached statements and exhibits are hereby made part of this application and the undersigned representatii,e of _ the Applicant certifies that the information in the application and in the attached statements and exhibits is true, correct, and complete to the best of his knowledge and belief. He further certifies that: He has been authorized to file this application by formal action of the governing body of the Applicant as is evidenced by the ATTACHED CERTIFIED COPY OF AUTHORIZATION MADE BY THE APPLICANT'S GOVERNING BODY; the governing body of the Applicant agrees that if a Federal grant for the Project is made pursuant to the Federal Water Pollution Control Act, as amended (33-U.S.C. 466 et seq.), the Applicant will pay the remaining cost of the approved Project; and, the Applicant will provide proper and efficient operation and maintenance of the approved Project after completion of construction thereof. Further, the undersigned agrees to comply with Title VI of the Civil Rights Act of 1964 (Public Law 88-352) and the Regulation issued pursuant thereto and states that the Assurance of Compliance with such Regulation which is attached, applies to this project. The undersigned also agrees to comply with requirements of - Executive Order 11246, pertaining to equal employment opportunity in Federally assisted construction contracts. NAME AND TITLE OF REPRESENTATIVE Cleo O•aburn, City ".anager SIGNATURE OF REPRESENTATIVE DATE SECTION 11 - JUSTIFICATION FOR PROJECT A. Outline the public interest and public necessity for the Project. Attach comments and recommendations of the appropriate State, metropolitan, - - et regional planning authority, concerning the project. (See 11-A of Instructions.) (1) lccreatfcnal Purposes — Threaten pollution of beach areas in San Diego Bay, end destruction of fish rife -will decrease sport fishiu. (2) Industrial -- Threaten to pollute water utilized is the manufacture of salt by • local industry. (3)- State 1a4 pro:Iibits the flow of untreated sanitary sewage ittto tidal areas, FWPC.A-7 (Rev- 3--67). B. Describe briefly how the proposed Project will meet criteria for determining the propriety of Federal aid. (See It-B of instructions.) - - (1). Project required to control pollution of coastal waters. (a) Coastal water surrounds recreation beach area in San Diego Bay. • (b) Propagation of fish life-. (c) Industrial — Salt Mfg. industry affected. (2). Federal Impact — 144 of population'is associated with maintenance of U. S. ?Naval Base. (3). Public Health Necessity -- Overflow of sewage in manholes creates health hazard. (4). Financial Burden — High percentage of military personnel and Federal employees in relation to industries creates an excessive financial burden if financed locally. Local industries are not food processing industries and contribute leas than 1.0% of.the total sewage carried by this line. • SECTION III — LEGAL INFORMATION A. Classification of Applicant: General Lai City (e.g., State, interstate or intermuni cipal agency, city, town, borough, county, parish, district, etc.) B. Describe legal authority for construction, financing, and operation of proposed Project. Calitiornia Constitution Article XI, Section 6 C. State whether an election is required before Project may be undertaken. Describe purpose of election, i.e., to author- ize Project, construction, issue of bonds, levy of taxes, etc. If such election has already been held, state result and - date. If such election has not been held, describe plans and proposed date. Election to authorize project and sale of revenue bonds. POPULATION D. Population: MUNICIPALITY SERVED BY PROJECT 1960 Census 36,030 42,800 * Present Population; Estimate Special Census July 18, 1963 46,570 57,720 (Give Basis of Estimate) Design Population . 2U130 (Give Design Year ) - *Additional from City of San Diego . 85,000 104,700 * SECTION IV_ FINANCIAL INFORMATION AS OF DATE OF APPLICATION A. Funds to be made available by Applicant for construction of the Project: SOURCE ' Cash General Obligation Bonds Revenue Bonds or Certificates - Other (Specify) TOTAL - B. Stare Aid -- - S • C. Are there any contracts with ony other Federal agency ff "Yes" provide detailswith application. . FW ['CA-7 (Rev. 3-67) (Page 2) — 0 432,000 0 .. n connection with this Project? AMOUNT DATE AVAILABLE 32,000 Upon date project is approved for — 0 — grant. - . - 400,000 Election in August, 1969 for revenue bonds. j I YES• W NO D. Funds to be made available` by Applicant for operation and maintenance of Project. Periodic evaluation -will be made by)` I Federol Water Pollution Control Administration or State representatives to determine compliance "with provision of the Federal Water Pollution Control Act pertaining to efficient operations and maintenance of the works after completion of Maintenance and operation will be charged to general operation and construction. maintenance of the City. Cost estimated at $4,000 per year. OPERATION AND MAINTENANCE ACTIVITIES TO BE COVERED: (Itemize number and type of employees to be hired, as well as amount per year for labor, chemicals, utilities, supplies, including those associated with laboratory opera- tions, etc.) - - Maintenance and Operation funds will come from regular operating revenue of the City. .Six men are now in the serer department. It is not expected that additional employees will be needed. - SOURCES OF FUNDS: Sewer -charge, City ad valorem taxes. SECTION V - ENGINEERING INFORMATION A. Description of Project (Attach a general description of the Project, a lay -out or location map and copies of engineering reports and.ovoilable plans and specifications. Include discussion of excess flows arising from the entrance of ground and surface waters, municipal control measures now being practiced or proposed and alternatives to by-poss of the treat- ment plant. (See Sec. V-A of Instructions) • B. Project cost estimate summary 1. Construction Contract No. 1 Contract No. Contract No. Contract No. Contract No. Eater Contracts Equipment and -Materials Est. Total Project Cost Est. Cost Eligible For Grant - , Participation* $ 711,000 $ 711,000 $ $ $ $ $ $ $ $ $ $ $ Sub-Totol- - - $ 711,000 2. Technical Services EngineerinY & Insp. $ 28,000 3. Legal and Fiscal $ 2,000 • 4. Administrative $ 2,000 5: Contingency - $ 35,000 6. Other (specify) T.- Site Rights —of --Way 8. Total (778,000 x 50% = 389,000) *Under. the Federal Water Pollution Control Act, final determination of eligible cost is the responsibility of the Fed- eral Water Pollution Control Administration. _0- $ 4,000 $ 711,000 $ 28,000 $ 2,000 $ 2,000 $ 35,000 $ - 0 — 'FWPCA-7 (Rev. 3-67) (Page 3) $ 782,000 $778,000 • C. Project Construction Schedule. Have any construction contracts been awarded? YES at any construction contracts for this Project have already been awarded, J attach copies of such contracts and a tabulation of bids received.) The Applicant is prepared to maintain the following schedule: I lid NO 1. Plans and specifications will be ready for advertising for bids within_ calendar days after the grant offer is accepted. 90 2. Contract will be let within _calendor days after the grant offer is accepted. 3. Estimated construction time to complete and place the Project in operation is calendar days. (Any grant offer mode will be predicated upon reasonable compliance with this time schedule.) D. Site Information: 1. If the site has been acquired, provide the following information: (a) Attach o legal description of the site. (b) Describe the precise interest in site which has been acquired. Sige SyS t-ra:11 tr't Yr.?`J coa.14.tructncl iof.thin ever 3 {-r n G _.ET`.:krzte or YiF7:.-Ets-of- 'y e 2. If the site has not been acquired: - State the nature and extent of interest in lands, easements, and rights -of -way which are to be 'acquired and indicate the proposed method and time required for acquisition. Also refer to applicable legal requirements and authority. Riz1Lsr'O 'sy are, ntreet3 and "( G,.'"tcs i`.:13"-t's`B C.'_o Cr_„ LSS'�' � � will -."'. Cro n._'d for a better a'tli r-�zaata re;;eiri :1 £e -C rir.l`-;'a.-. C` nov eanomc-ato r,gineer,ing ,Services (lame 1a dr�ss lnd'ole?hon, mberE4APPIi r�'s-':a:9ineer )'C3Gkiii:t"af'`1:.fOw....a^.YCe• p • FWPCA-7 (Rev. 3-67) (Page 4) V. S, GOVERNMENT ?RENTING OFFICE 9 30 .2 46 957 O - 25a-976 A SEC. V • The existing system does not carry storm drainage. This line is under— sized to the extent where a new 24" inch line is to replace an existing 10" inch line at certain locations near Palm Ave. The new line is strictly a replacement and does not add new length to the system. A study made by City of National City showed a projected population growth of 42,500 against a present population of 46,577, census of 1968. The line starts at 8th St. and Plaza Blvd. and ends at the Wilson Ave. Pump and meter station where the sewage is metered into an interceptor •line that -Carries sewage to the San Diego Metropolitan Sewerage System, sewage disposal plant, as shown on -the attachea map. The new line is approximately 19,390 ft. in length. • The new line is an interceptor sewer under definition 2101 (b) (1)of State Water Control Board regulations. A substantial portion serves separate and distinct drainage areas. The line follows substantially the Paradise Creek water course, and will " intercept sewers subject to intermittent overflow. 1-2-69 SUPPLEMENTAL DATA ATTACHMENT TO APPLICATION FOR FEDERAL GRANT FOR SEWAGE TREATMENT WORKS CONSTRUCTION (Item numbers refer to Federal application Form FWPCA-7) ' (Section numbers refer to State Board regulations) 1. Applicant City of National City 2. Project._......__._......_Plaza Boulevard Interceptor Sewer 3. Estimated Cost of Project $_..._778,000.00,._ • (Same as Item V-B-8, For Grant Participation, on application form. "Project" is defined in Sec. 2101(e) and must be described in detail under Item V-A on the application • form. If monetary contribution is to be paid for capacity .rights in treatment works of another agency, or a contribution is to be received, explain this on an attached sheet to enable calculation of financial needs priority points. See Sec. 2103 and 2110.) 4. Outstanding Bonds for Sewerage Construction (As specified in Sec. 2110, show current amount of any bonded indebtedness --general obligation or revenue bonds: --for past construction of sewerage facilities. Do not include any outstanding bonds that will be used to finance any portion of the project costs shown in Item 3 above.) 5. As specified in Sec. 2110, if applicant`s funds other than those derived (1) from sale of general obligation or revenue bonds or (2) from state or federal grants have been used to construct treatment works, intercepting sewers or outfall sewers, defined in subsections (a), (b) and (c) of Sec. 2101, since June 30, 1955, complete the following information: (a) Source of "Other" Funds General Fund ofCity (b) Amount of "Other" Funds 48,630._DO . (c) Date of Award of First Contract for -Construction of Facilities Financed by "Other " Funds June 24 1963• 6. Latest Assessed Valuation $ 4M00.,000_._oD_.,__.,__,._ (As specified in Sec. 2110, show the latest net taxable assessed valuation of all real and personal property including the public utility roll, as computed on the county basis. This figure can be obtained from the county assessor.) 7. Volume of Existing Waste Discharge__ (As -specified in Sec. 2116, show floc4 in million gallons per day. from the applicant's engineer.) 2.308 the present daily dry -weather This figure should be obtained Status of Waste Discharge Requirements Pertinent to Project__ Meets requirements to use Metro Interceptor,_-__________ _ PLAZA BOULEVARD INTERCEPTOR SEWER ENGINEER'S REPORT The attached map shows the location of the proposed interceptor sewer. The new line begins at the intersection of 8th Street, Para- dise Valley Road and Plaza Boulevard. The areas east of National City Diego) drain through National City. existing 12" line to be connected at proposed 10" line to follow Paradise rate and distict drainage areas.' • (lying within the City of San This area is served with an .the above intersection, and a Valley Road. These are sepa- The combined design flow of these two lines at present is greater than the present metered flow at 23rd Street and the Metropolitan Interceptor in National City. The map delineates the area to be served by the Plaza Boulevard Interceptor Sewer, both in National City and San Diego. The pipe sizes range from 18" to 36"'diameter. Course generally follows Paradise Creek Channel. • ti PLAZA BOULEVARD INTERCEPTOR SEWER BYPASS ANALYSIS The purpose of the Plaza Boulevard Interceptor Sewer is to update and size a line that successfully transports effluent from its entering the line to its emptying into the Metropolitan Interceptor Sewer. In the event any effluent is allowed to bypass the system it will flow into tidewater estuaries and eventually into San Diego Bay. The City of National City has; ordinances prohibiting roof storm drainage from entering the; sanitary sewer system. and With the use of plastic couplings it is expected that the amount of infiltration will be minimal. There will be no bypass facilities constructed within the Plaza Boulevard Interceptor Sewer System. PLAZA BOULEVARD INTERCEYIOR SEWER DESCRIPTION OF PROJECT The City of National City proposes to construct an interceptor sewer from the intersection of Plaza Boulevard and Paradise Valley Road to the Metropolitan interceptor -sewer at 23rd Street and Wilson Avenue. The design of the sewer will be such as to intercept an existing 12" line from the north and a proposed 10" line from the east at the Plaza and Paradise Road Intersection, The proposed interceptor will be in Plaza Boulevard from Paradise _Valley Road to Highland Avenue. The sewer then meanders in Streets, easements and alleys to the intersection with the metro interceptor. The proposed interceptor sewer is designed and aligned to intercept existing trunk sewers and their designed capacity for its intire course. The existing 12" sewer and proposed 10" sewer serve distinct drainage areas in the City of San Diego. Since historically the City of San Diego -has had sewage flow in the City of National lines, it is only proper that this area be included within the National City study and planning and future construction. The proposed interceptor sewer follows basically Paradise Creek and Paradise Creek Diversion. The design is from existing criteria in this area of the country. The costs are from sewer bids and experience in this area. Attached Exhibit "A" shows the general area served and the location of the proposed interceptor sewer. Exhibit "B" shows the location of the interceptor in detail, the drainage channels, the existing trunks and the size of the proposed sewer lines. Exhibit "C" is the cost estimate of the proposed interceptor sewer construction costs. J PLAZA .0L !/L E:577/1147 g 7-/} 57: 7 / 4L /V A 1/cf: /0/o /d0 /GBO 26,50 /2 00 /88O 8.520 M,4A1//0Z/_-� : Gam/ /V/5 ,/ ✓//� x 0.40 /3.00 /9,60 23.40 27 30 74T, s75-00 - Jr/0 5-0 U /Oo = / 3, 000 rcT 23, ..6-00 C1?USH2-DZ2//✓G : 47/O, $04{ /, 300 33, 262-/ 62, 0/0 32, 760 _50, 6 :56 /98, 1--9 8"- /O/O A7- x 2.o.47 = 0020. `T -- /0 ` - /00 x Z_ZS = 02s- /_5" - /0330 - 3_oo - 3040 /8 " " z6 Zo z/ /200 29" 80 23,.5oa x 3./7 = 8303 X 3.'/2 = x 3.G7 = z9y /3,/66 FTx0.33FT.xs.00 J,//o Z7 CO/✓cRc"7Z-- `/✓CAsME2V7 600 /'T x 3. o >c 7 c) = /, 8 o0 Ay /8 .//', - .3O . x.3,/7 X Ao - 55" -/66O X.567 x/.33 = B,800 r2te71;10✓E" / AN/2 85- : F/L,4 5'4;',!L 4/ /1. -4,'✓, /0C Es - 6 i- /s, So ;1 4/-'cf /T CZ/ 7 e-'/a5,47LAC- 96 o /7 x /d, 6 55' 7 3x s o = / 9 800 27 /, 30o 300 9 zo 707 O`Z.,/, 4/z / �'.i•!, . ,.,Y P/PE 2" 2 -20To 27- /660 33 So /LGAZA BL V.O. sEGt/f/ EST"//1A� 6" N/ /// 4ND AVE. TO PAL Al AVe" 200 L. /- - /3_ Oo x 3l. zo X 3z7-/o 707. = 600 6/1,/ 539 37, 908 /& 0.9e P/41/E/17VT` CU% REOLACE": 5"0 /4-7 X 2.00 /1-141///oLC7s l//fr/s X 500 = 5,Soo 2/ Js x‘"5:<,0a0 = 2,o00 J o0 CRzi_5// 0 ROC.e BEOD//V : /O - Zoo FT, x Z 5 /77. ^ .5 00/7 - 2070 3. 0. = 6 2/0 27A/ 80 xaPS = -37.Z ..33S0 /O y30 AT X a.25 • Jroo 27 f�E!✓O!% AiA/v///OLD 5 : Ste//s - a? A/LL G /<Vs x'jSa i /05 D.92 6, 700 183 300 To AL �/2 o .57.5 I L A ZA PAL 1i0. SE7ti� E57-/M,4Tc ,y/«/Z4�No 41/C 7o A/47io,VL .4i, Z86 c 1/360Z.,e X 3/. 20 = �3 �, 232 >C 4 2 0 --- 6 Y, 3 so 3/ao L,F. x z.60 /t 4/v/i/oZ� /2 /ifs x Soo = 6 oaa 3/'�r/5 /0003vaa 47 Oc,o C,PZ/5/-/c /]= A-5 00 7 c 3,7s 2'/ Z1'6c). x 3.00 A'E/✓/O✓G /14A///OLGS NHs xoo /-/L L-4.54//00'V /i/'/V/V Z S 3 /;'/5 x O _,` S 2 6, 200 9,000 = zA7z 5' 0 y,2 D 5�7 xo�zs S,00 �56 27 /, /ao . /50 'f/70l se /7L AZA f3L t/O. SE7t/ER �,ST/r✓iA7c A 4T/O/✓AL AYE: TO GY/L5ON 4Ye= P/PE - . 33.v- 06/O L.F. x �2:9d = �/, 969 3 f --- 3-5-0 L.A.= x 4/6. 8 o = 25, 740. 5/6 a L,F, b137 709 p,4YZi& /T cl/r z3?O L.A x12 OO CR/J s/1E0 /2 ocj 73EOO//// 33 "O//j6--- 26/0 FT x 3,75AT = 97865. AT ` 36""P// = 550, X yoo = 2Zoo /37709 6-;/0 M<1N//DLES : 7TAL //. 95�9 F%x 0.25 x S o 5-r5- M/N//OZ."5 x /ado = 3000 7 A NA/oGE5 x ,1�c= 35-do jO%/�i/ 6 500 6 Sow Ae--,/OYc M.4t//7//%� S : 9 M/s Co `'7/z20 900 S//OR///6 y%i;0L.F.x So© :22,2.5o rorAL e/ 72, .5"� y l PLAZA 9L r.D, SEG+WE/ E5T /Ai47- " !�/PE 59 877 /1:34104�t/VT C /T yam` e,-`2=LAce- ' /9, 0 M,4N/NOGES 46;500 CPU-51/EO ROCK .QEOD/wc Z,ao4 CONCRETZ" ENc45 /iE/VT /9, 8O0 R0'0V HAA/1✓OfEs 3,800 F/LL ABAt✓DON M%Nf/OLZS' 750 S//ORIiVG 't Ze, z50 TOT,�IL ' 7/0, 241 ..f,� ,.:•:IA 41 1I U— • ,-;"/P_,,,..„,;_f_rt,f—,,,,,,_6-2NV<-: L'\ '' :—.-''''.::!--471/?::••\.‘ ''',7.-z!...X... .-7-!•:..71.-:; C.(' v v_g. \ ,\, ‘ , ,:4 c; ,° %�i y,S li[u.pl'. • •" IV • r� n!��•; % J^,\. t r' T \J( T \` \ U11U 1 .r.A`u i ,fD- IeFI IaY\.' br)t.1 ell 1 itai pu\wt.ic u( \ \�a(Ic%7,��ew U 61,1(yJ\l ,�: i Ili, Vccc'/V \, - • N V/ Zrii1 _ �1 j '1 / J'.\ 1 'v•11� / /7 - • ,i� t.1,1 :i -�io � i Vi•T.,.._.;_,,.",r..,,--- lilyi ' --�\ , /� � .. �In t - L,. �� '„ r j 77.-----T.-- • , I ,n !73 4ra�1t