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Home My WebLink AboutGUIDELINE FOR ESTIMATING NEW COMMERCIAL PROJECT FEESCAMU Rates effective 10-1-06 CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT 900 S.E. Ogden Lane Port St. Lucie, FL 34983 I GUIDELINE FOR ESTIMI TING NEW COMMERCIAL PR03ECT FEES THIS FORM IS NOT AN APPLICATION FOR SERVICE Inquiries regarding applications for service, or other questions regarding ser- vice for existing or new comlmercial accounts should be directed to the Com- mercial Development unit of Ithe Utility Engineering Division at the City of Port St. Lucie Utility Systems. You may visit our office at 900 S.E. Ogden Lane, or call (772) 873-6400. DEFINITIONS ERC - Equivalent Residential Connection. (1 ERC equals 250 gallons per day) ERC Determination Table - Is a guideline adopted by City Council for deter- mining the ERC value for commercial developments. If a development is not listed on this guideline, the I ERC value is determined by a fixture unit method. Fixture Unit Method - Fixture Units are based and listed in the Standard Plumbing Code. I Water & Sewer Connection Charges — Charges are calculated per ERC. PROCESSING FEES: A $250.00 processing fee is required for all commercial service or development applications. INSPECTION & PLAN REVIEW FEES: Fees are dependent upon total ERCs i WATER SERVICE: Water Plant Capacity Fee: $885.00 per ERC $885.00 x ERCs = $ Water Line Capital Fee: $500.00 per ERC $500.00 x ERCs = $ - 1 - 10-27-'06 15:43 FROM -AM ENGINEERING 772-461-8880 T-289 P003/005 F-699 7 A. M. ENGINEERING AND TESTING, 3-5042b.MUSTRTA1; 33I SmB-f,. .3.4946 F0kT.,PMRPPj FLORIDA LocAL OFFIcE: (772) 461 -7508 FAX (772) 461-8880 MOISTURE - DENSITY RELATIONSHIP OF SOIL er 27-�006 Client: &t'idget t, o�Iloru _6&66 Project No.: '10 4 Project: oleander Warehouse Conttad6r:'- Cli6f." SAMPU bAlrk Date'Sampled: Octobei 1.3 ' -2oo6 Sampled'by. - :--R, Afik6 ' Location: composite Oevation- Base Description: Gray fine sand, little rock nodules MPISTW DENSITY CURVE 1TEST &M wocowry^" 126 124 122 120+ 4 6 8 10 Moisture, % 12, AASHTOX 190 Technician:. 1V1. Barkley Test Method ., Preparation: Dry Hammer: Mechanical lHammer Face: Sector RESULTS Dry Deas#y* .. .- - I I ... 125.5,pcf _ 1 0ELt' " Moisture oisture ContContent*'70% 1 *Tkrrtaiiuiurftd6n ity is ie0Mdt60.V1b.k ft. hfidb6tiftwifirrioistore to P the neamst 0.1 % for infannation only. AASHTO calls for these to be reported to the nearest whole number. V Distribution: Reviewed by: Client -1 A M. EWINEERJNG AND TESTING, INC. Paul C. Martin, P.R. PM/ah Florida Registration No. 65051 Describe in general terms the proposed project,, system, or activity. The subject project entails the construction of a 9,616 sq. ft. office building on 1.074 acres -eit Port St. Lucie $ems:- / of assoc«�t'eGQ , �GtUe-YAeo' If there have been any re -application me ings, including at the project site, with regulatory staff, please list the date(s), to tion(s), and nameo of key staff and project representatives. Please identify by numbs any denied for projects at the loc (ion Agency Date names, addresses and (excluding applicant). P lines. Attach additional s 1. MSSW/Wetland resource/ERP/ACOE Permits pending, issued or and a related enforcement actions. Type,6f Application codes of property i attach a plan view s if necessary. 3. 4. ction Taken proposed to occur in, on or over wetlands ation to use state owned submerged lands ental Resource Permit. Please provide the hose property directly adjoins the project the owner's names and adjoining property 10-27-'06 15:42 FROM -AM ENGINEERING 772-461-8880 T-289 P002/005 F-699 A. M. ENGINEERING AND TESTING, INC. 3 504 INDUSTRIAL 33'D STREET FT. PIERCE, FLoRIDA 34946 LdCALOPPiCE: � (772) 461=7508 ` FAj :=(712) 461-8886 DENSITY OF SOIL IN PLACE Client: Budget Copt tructiok Contractor: Client . Site: Oleander Warehouse Subgrade Report Date:' 10/27/06 Technician: R, Ankrom Test No. Date Tested Location Eleva- tion " (ft) Field Test Results proctor Max Dry Density e Com action 'Pass/ Fail HCP H2O % ' Dry ..,- Density c Pe6be Depth in In. place 'Min' Req'd 10545 10/23/06 Map_ i_;c 6ation;1 Sub, de 60+1 12 118.5 . . 98+ ,9$ P 10546 ,� 2 �� 60+ . 12 I1$.5 V 9$+ 98 p IOS47 ._.��... , �� =60+ ... ; ,.,_.,.. 12 �� . 118.5 98+. 98 P 10548 a :: „ 6U+ 12 118:5 98+' 98 __... P Remarks: • The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Method • The Hand Cone Penetrometer (14CP) test, in conjunction with information about the soil type, is empirically correlated to the relative density of the subsurface soils. • The laboratory Proctor maximum dry density was determined in accordance with A ,SHTO T 180. Distribution: Reviewed by: Client - 2 A. Gld\TtJFW NG AND TFSTING, INC. 106 Paul C. Martin, P.E. Florida'Registration N6. 65051 : llServer-mtrelcotrtpaHYIPOr: Pierce 0fce1N'e(Apps► J2 MR 40G 900,KlConu rercialJobs►r+tsdget Constrnctiont0leander Warehoase10545-10548 Density I Rates effective 10-1-06 Sewer Security Deposit: Base Id on Meter Size $ Meter Size 5/8" x 3/4" $ 118.00 1" � $ 275.00 1 1/, 2" $ 925.00 2" $1,175.00 3" $1,400.00 4" and above (2 months estimated bill) Multi -family $ 40.00 Per Unit (Master Meter) SEWER GRINDER FEES: The Utility Department has two approved low flow system designs: • One, a single-phase I duplex system, is typically used with a single building structure, with low flows (4.0 ERCs / 1,000 GPD or less). • The second system, !a 3-phase duplex system, is typically used with higher flow applications (greater than 1,000 GPD). Each system design is site specific and is determined once applicable service applications and plans have been submitted for utility review. Applicants must retain a professional engineer'to design the system in accordance with City of Port St. Lucie Utility Systems, Technical Specifications and Construction Stan- dards and applicable regulatory agency standards. The Utility supplies the single -;phase duplex grinder system. Current costs (in- cludes basin, pumps, and electrical control panel) are: Grinder Size 6' De th 8' Depth 10' Depth Price $4,335.00 $4,710.00 $5,150.00 A licensed contractor retained by the developer must supply all other miscella- neous materials and labor costs to install single-phase systems. For 3-phase systems, the developer or applicable licensed contractor is respon- sible for obtaining the grinder system from an authorized Myers pump represen- tative. MONTHLY BILLINGS: The monthly usage bills for properties located outside of the City's limits in unincorporated St. Lucie County are surcharged 25%. - 3 - 10-27-'06 15:43 FROM -AM ENGINEERING 712-461-8880 T-285 P005/005 F-699 A. M. ENGMERING AND TESTING, INC. 3504 IMUMMAL 3r SMET FORT JPMRC�, FLOMA'34946 (772)4617508OFFicE (772)461-aasoFax Rates effective 10-1-06 Meter Installation Fee: Water Security Deposit: Based on Meter Size Mete'r Size 5/8"'x 3/4' V, 1 1/2" 2" I 3" and above Based on Meter Size Meter Size 5/8" x 3/4" 1" - 1 1/2" 2„ 3„ 4" and above Mufti -family $ $ 350.00 $ 400.00 $ 600.00 $1,100.00 (T.B.D. at time of application for service) $ $ 45.00 $ 95.00 $ 150.00 $ 425.00 $ 500.00 (2 months estimated bill) $ 10.00 Per Unit (Master Meter) LANDSCAPE IRRIGATION SERVICE: ERC's are determined using a specific design formula (total number of heads / gal. per. min. per head / min. per day / days per week). The Water Plant Capacity Fee for irrigation service, meter charges, and deposits are calculated the same as for potable water service. I FIRE PROTECTION / SPRINKLERS: ERC'S are based on project's professional engineering design for required fire line/s and interior sprinkler system. SEWER: Sewer Plant Capacity Fee: $1,112.00 per ERC Sewer Line Capital Fee: $1,112.00 x $390.00 per ERC $390.00 x - 2 - ERCs = $ ERCs = $ 10-27-'06 15:43 FROM -AM ENGINEERING 772-461-8880 T-289 P004/005 F-699 A. M. ENGINEERING AND TESTING9 INC. 3 504 INDUSTRIAL 33RD STREET FT, PIERCE, FLORIDA 34946 LocALOFFICE: _;(772) 461-7508 :FAX: ; (772)A61=$8$D - I DENSITY OF SOIL IN PLACE Client: Budget Construction, Report Date: 10127/06 Contractor: Client Technician: R. Ankrom Site: Oleander Warehouse Base Test No. Date Tested Location Eleva- tion 00 Field Test Results Prroctor Max Dry Density { Cf) Com action pass/ Fail HCP 920 : , Dry Density e Probe Depth In In Place (%) Min Req'd 10550 10/23/06 Map Location ,1 Base 5.8 '124.1 6 125.5 98.9 98 P 10551 1, 6.5 123,5 6 125,5 98.4 98 P 10552 ; ' 3 6.1 123.0 6 125.5 98.0 98 P 10553 4 6,3 123,2 6 125.5 98.2 98 P I 4.4 t Remarks: • The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Method • The Nand Cone Penetrometer (IICP) test, in conjunction with information about the soil type,' is empirically correlated to the relative density of the subsurface soils. • The laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. Distribution: Reviewed by: Client - 2 A. M. NGINEERING AND TESTING, INC. 4 4 /427-7/OcO_ Paul C. Martin, .k Florida Registration No. 65051 S:IFortPierce OfcelNetAPPALIMELOG BOOKICoennierciolJobsl a&eConstruction101ednderWarehousel105$0-10553Density,Base October 16, 2006 Derek Foxx St. Lucie County Fire District 2400 Rhode Island Ave. Fort Pierce, FL 34950 � '..-",, Re: National Wat orks Lots 41, 42, 43, Block Fire Distric Review Dear Mr. Kings Highway Industrial Park Unit 2 The project co ists the additi of 21,747 sq. ft. of pavement at an existing light industrial devel pm on 2.4 5 acres. The following are attached: 1. Application�orm & fee$217.50) 2. 3.5" Diskette\\ If you have any quest ns, lease call. Sincerely, Joseph T. Friscia, P. . cc: File 06972slcf .doc 10-27-'06 15:42 FROM -AM ENGINEERING 772-461-18880 T-289 P0011005 F7699 A. M. ENGINEERING AND TESTING, INC. 4W 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 LOCAL OFFICE: (772) 461-7508 FAX (772) 461-8880 Client: Budget Construction Project: Oleander Warehouse Contractor: Client SAMPY,V T)A.TA LIMEROCK ]BEARING RATIO Report Date: October 27, 2006 Project No.: Test No.: 10544 Date Sampled: October 23, 2006 Sampled by: R. Ankrom Location: NW Corner of Parking Elevation: Subgroe Description: Brown fine sand, some shell, little silt and clay MOISTURE DENSITY CUR'V1E 120 45 118 A 116 1144 6 Distribution: Client - 2 PM/ah 8 10 Moisture, % TEST METHOD'- FM 5-515 Technician: J. Martin Preparation: Dry Hammer: Mechanical hammer Face: Sector RESULTS Maximum) Dry Dealt 118.5 pcf Optimum Moisture Content 9.2 % 1 Limelrock Bearing Ratio (LBR) 68 4 *The maximum density is reported to 0.1 Ib.teu. ft. and optimum moisture 12 to the nearest 0.1 61. for information only. The FM calls for these to be reported to the nearest whole number. Reviewed by: A. M. EN IN'EEWN'G AND TESTING, INC. Ao// Paul C. Martin, P.E. Florida Registration No. 65051