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HomeMy WebLinkAboutGeosyntec Task Order 2013-02 - City Park Stormwater Retrofit Geosyntec ° 6770 South Washington Avenue,Suite 3 Titusville,Florida 32780 PH 321-269-5880 consultants www.geosyntec.com September 6,2013 Mr.Jeff Ratliff,Public Works Services Director Cape Canaveral Public Works Department 601 Thurm Blvd.,P.O.Box 326 Cape Canaveral,FL 32920 Subject: Task Order No.2013-02 Proposal for Stormwater Improvements Evaluation City Park Stormwater Retrofit Cape Canaveral,Florida Dear Mr.Ratliff: Geosyntec Consultants, Inc. (Geosyntec) is pleased to provide the City of Cape Canaveral (City) with this proposal for the City Park stormwater retrofit project. Work will be conducted pursuant to our June 2011 contract with the City for Engineering & Surveying Services. Geosyntec will be assisted on the project by subconsultant Morgan & Associates, Inc.(M&A). BACKGROUND The City Park Stormwater Retrofit project is located within City limits bounded by Monroe Avenue (north), Harrison Avenue (south), Orange Avenue (west), and Magnolia Avenue (east). The project area includes a primary storm sewer trunk line that runs adjacent to the park area, draining from east to west, outfalling into the Banana River. The project site is located within Section 23 of Township 24 South, Range 37 East. The study area is located within the jurisdiction of the St.John's River Water Management District(SJRWMD). The City is evaluating improvements to its drainage systems to reduce discharges of pollutants associated with stormwater runoff into the Banana River. The reduction of pollutants from stormwater (non-point source) discharges is required as part of the Basin Management Action Plan (BMAP) developed to address the Total Maximum Daily Loads (TMDLs) for the Banana River as part of the overall Indian River Lagoon (IRL) system. The City Park lies adjacent to one of the City's primary storm sewer outfall systems. Open space associated with the Park may provide an opportunity to implement BMPs to provide water quality treatment of stormwater to help meet future BMAP-TMDL requirements. It is noted that the City has not observed any significant flooding associated with this outfall system. The City wishes to investigate the Park area to identify opportunities for retrofitting the drainage system. The goal would be to provide treatment not only for the site runoff but also for some portion of the runoff being conveyed via storm sewer from upstream and lateral areas. Exfiltration as a BMP is believed to be the most advantageous option for stormwater quality treatment. Hydrologic&hydraulic modeling would need to be conducted to evaluate the level of service of the existing system and to establish a baseline for proposed system performance. Water quality modeling would assess the degree of pollutant load reduction of the proposed improvement concept relative to existing conditions. Once an improvement concept is developed, preliminary design specifics can be conceptualized to estimate engineers I scientists I innovators Proposal for Storm water Improvements Evaluation Geosyntee° City Park Stormwater Retrofit Cape Canaveral,Florida consultants September 6,2013 implementation costs and identify permit requirements. This would allow final design plans, specifications,and permitting efforts to be initiated as a subsequent project phase. SCOPE OF WORK Geosyntec envisions that the overall project will be conducted in two phases: 1) Preliminary Assessment and Improvement Conceptualization, then 2) Design & Permitting Phase. Phase 1 would be completed first to identify the improvement alternative the City wishes to move forward with under Phase 2. This scope of work includes detailed scope and costs for Phase 1 only. An outline of tasks for Phase 2 is included for informational purposes. The following sequence of tasks is proposed for this project. Phase 1 -Preliminary Assessment and Improvements Conceptualization 1. Data Collection - Collect and compile all relevant data necessary for the study from the City, County, and regulatory agencies. This will include plans and permits, City complaint logs,and the City's Stormwater Master Plan. GIS based environmental data (LiDAR, soils, land use, floodplains,jurisdictional, etc.) will be collected as necessary to support the development of a hydrologic &hydraulic model representation of the outfall system. 2. Desktop Evaluation - Conduct a desktop evaluation to compile data from available sources including topographical data and available plans and permits downloaded from the SJRWMD which have pertinent drainage information for the surrounding area. All relevant data would be imported into GIS geodatabases for data management, digital elevation model development, and infrastructure mapping to support hydrologic&hydraulic model development. 3. Field Reconnaissance - A site inspection would be conducted to observe site conditions, drainage patterns,and inspect existing facilities in the project area. This would include detailed inspection of the Park area and outfall system, photographic documentation, and compilation of data. The following field activities will also be completed: o field Survey - Morgan & Associates will conduct a topographical survey of the City Park area and drainage infrastructure associated with the outfall system in accordance with their subconsultant proposal included as Attachment B. This will include inverts and sizes of upstream and downstream manholes, inlets, pipes, associated with the main trunk lines and laterals. This outfall system survey will detail the entire system due to the sensitivity of maintaining flooding level of services associated with proposed improvement concepts. The surveyor will also collect detailed topographical data from the Park area, as well as immediately adjacent features which may impact construction and/or site access. This will consist of establishing property and easement lines of the Park, establishing control,collecting detailed topographic data suitable for 1 foot contour generation of the Park area. Surveyor will also collect ancillary features including above ground utilities, below ground utilities (based on surface markings from utility locate service),infrastructure entering the project area,trees,mailboxes,etc. engineers I scientists I innovators Proposal for Storm water Improvements Evaluation Geosyntee° City Park Storm water Retrofit Cape Canaveral,Florida consultants September 6,2013 o Geotechnical Analysis - Geotechnical analysis will be required to evaluate exfiltration option in the vicinity of the Park area. This will be provided by City consultant outside this scope of work. 4. Existing Conditions Analysis - Develop an existing conditions hydrologic & hydraulic model in ICPR or SWMM of the area associated with the City Park and storm sewer system contributing to the outfall. The model would be used to estimate runoff from design storm events in the existing conditions and in a subsequent task be used to evaluate the impact of the proposed improvements on drainage level of service. The analysis would address the following: o A model network (nodes/links) will be laid out in sufficient detail to properly evaluate level of service of the storm sewer outfall system. Use of available topography will be used to delineate subbasins contributing to the drainage network inlet points. o The model will simulate the mean annual 25, and 100 year 24 hour duration storms for general flood impact. The 10-year 1,2,4,8,and 24-hour durations storms will also be run to evaluate level of service under differing rainfall intensity and rate impacts. Regional rainfall totals from the SJRWMD will be used. Florida Modified and FDOT rainfall distributions will be used. o The green-ampt rainfall excess method will be used to estimate runoff due to the need to evaluate small rainfall depth storms and the potential use of the model for long-term continuous simulations.This will require the estimates of impervious area and soil infiltration properties from reference data and site specific geotechnical information (provided by others). o Because of the sensitivity of the storm sewer system to changes in hydraulic grade line, and the significant influence of tailwater (tidal) in the system, it will be prudent to model the outfall network in detail. This will allow for accurate verification of flood stage and flow impacts in the system based on proposed improvements,and allow for accurate evaluation of level of service. o It is assumed that the 10 year level of service level would apply to the storm sewer, while the 25 year level of service would apply to stormwater BMPs associated with the Park. o Model level of service results will be depicted on exhibits. 5. Improvement Conceptualization - Based on the results of the existing conditions analysis,improvement alternatives will be conceptualized. The goal of this effort will be to maximize the amount of stormwater to be diverted to a stormwater treatment system (BMP) located at the City Park within the footprint area available for exfiltration, while maintaining 10 year level of service in the associated storm sewer system. A secondary goal would be to eliminate any level of service deficiencies identified during the existing conditions analysis. It is expected that the improvements will be based on exfiltration technologies. The improvements conceptualization analysis will include: engineers I scientists I innovators Proposal for Stormwater Improvements Evaluation Geosyntee° City Park Stormwater Retrofit Cape Canaveral,Florida consultants September 6,2013 o Develop one (1) improvement concept configuration that redirects stormwater to a centralized exfiltration BMP location at the Park. o The existing conditions model will be adapted to evaluate the performance of the improvement concept. This task would include confirming design criteria, hydraulic constraints,treatment performance,and acceptable configurations. o Recommended conceptual layout of the proposed stormwater system BMP improvement and associated drainage appurtenances will be developed and depicted on CAD/GIS based exhibits. o Improvement concept implementation feasibility will be evaluated using multiple relevant criteria including: cost, flood reduction, water quality improvement, constructability, utility conflicts, long-term maintenance burden,permitting difficulty,and aesthetics/public acceptance. 6. Pollutant load analysis - A spreadsheet based loading model will be developed to compare existing conditions to proposed improvements concept conditions. The model will be setup on an annual load basis using an event mean concentration (EMC) approach from reference data. The model will be compatible with the pollutant load calculation methodology used in the current Indian River Lagoon BMAP-TMDL. 7. A Draft Technical Memorandum will be prepared for City review summarizing the existing conditions and improvement conceptualization. A summary of the data collected during the desktop evaluation and field reconnaissance will also be included. The memorandum will include exhibits and backup modeling calculations sufficient to support the conclusions and recommendations. 8. A Final Technical Memorandum will be prepared which incorporates City comments and input. 9. Project Management - General project administration, client coordination, subconsultant oversight,and correspondence/meetings. DELIVERABLES a. Two(2)copies of the draft Technical Memorandum will be provided for City review. b. Three (3) copies of the final Technical Memorandum will be provided for City review. A copy of the final Technical memorandum will be provided in PDF format,along with copies of all relevant project data on a CD/DVD. Based upon the results of the Phase 1 preliminary tasks described above, a Phase 2 effort could be undertaken through which construction plans and documents for the preferred stormwater retrofit design would be prepared and the project permitted. These services would be covered by a separate scope of work (not included herein). Potential design tasks are outlined below for informational purposes: engineers 1 scientists 1 innovators Proposal for Stormwater Improvements Evaluation Geosyntec° City Park Stormwater Retrofit Cape Canaveral,Florida consultants September 6,2013 Potential Phase 2 Design Tasks 1. 30% Design Meeting - Discuss preliminary design layout, design constraints, and plans production issues with City. Consultant would coordinate the meeting and prepare minutes. Note that the results of the Phase 1 conceptual analysis may suffice for this task 2. SJRWMD Coordination - Prepare for and meet with the SJRWMD review staff to discuss the proposed concept and identify permit issues and criteria to be met. Consultant would coordinate the meeting and prepare minutes. 3. 60% Construction Plan Documents - After agreement on the 30% conceptual design layout for the water quality units, prepare 60% construction plans and bid documents for the City's review. o Plan set would be 11"x17" format (or 24"x36" if preferred by the City) and would be anticipated to include the following: • Cover Sheet with Location and Benchmark References-1 sheet • General Notes Sheet- 1 sheet • Summary of Pay Items Sheet- 1 sheet • Drainage Map- 1 sheet • Typical Sections- 1 sheet • Summary of Quantities- 1 sheet • Summary of Drainage Structures- 1 sheet • Survey Control Sheet(Project Layout and Benchmark Ties)- 1 sheet • Plan and Profile-4-8 sheets @ 1"=40'scale • Cross-Sections-4-8 sheets @ -50-100'intervals • Drainage Structure Details-1-2 sheets • Miscellaneous Details-1-2 sheets • Geotechnical Soils Data-1-2 sheets • Erosion Control Plan-2-4 sheets • Stormwater Pollution Prevention Plan (SWPPP)- 1 sheet • Maintenance of Traffic- 1-2 sheets o Preliminary Cost Estimate. o Prepare special and technical specifications for bid purposes. 4. 90% Construction Plan Documents - Upon receipt of comments from the City, prepare 90%construction plans,engineer's cost estimate, and bid documents for the City's review. 5. Utility Coordination - Forward copies of 90% plans to identified utility companies to solicit input on possible conflicts. Reponses will be documented in a memorandum. 6. Draft Permit Preparation - If a permit is determined necessary for the project, prepare draft SJRWMD permit application documents for City's review concurrent with 90%plans,including: engineers I scientists I innovators Proposal for Storm water Improvements Evaluation Geosyntee° City Park Storm water Retrofit Cape Canaveral,Florida consultants September 6,2013 o Drainage Report including geotechnical reports. o Permit application forms(assuming a standard general permit). 7. 100% Construction Plan Documents - Upon receipt of comments from the City, prepare, 100% Construction Plans & Specifications, quantities, cost estimate, and specifications for the City's review. 8. Final Permit Preparation&Submittal - If a permit is determined necessary for the project, prepare and submit SJRWMD permit package including application forms, drainage report, and 100% plans (incorporating any comments from City review of draft permit documents). Address any requests for additional information (RAIs) issued by the SJRWMD. 9. Final Construction Documents - Upon receipt of SJRWMD permit, prepare Final Construction Documents to include final plans sign &sealed by a registered Florida P.E., quantities, cost estimate, and specifications, incorporating any additional City comments on the 100% review set. At this time, all data associated with the construction documents would be transmitted on disk. ASSUMPTIONS i. No coordination or pre-application meetings with SJRWMD are included in this current scope. ii. The improvements conceptualization is limited to 1 concept, optimized to meet the projects goals. iii. No ecological,wetland delineation or environmental assessment will be necessary to design and permit this project. As such, these services are not included in this proposal. Engineering and ecological services related to mitigation plans are not included in this proposal. iv. Geotechnical assessment of the project site will be necessary to evaluate improvement alternatives. It is understood that the City is procuring this work under separate contract. A copy of the geotechnical testing results will be provided to the consultant. v. The City will make all pertinent data available to Geosyntec, including copies of all scanned documents. Hard copy documents will be made available for scanning. vi. This scope of services has assumed that the consultant will pot be involved in any public involvement meetings during the duration of the project. BUDGET ESTIMATE Geosyntec proposes to provide the services discussed herein for$76.596.00 on a lump sum basis, in accordance with the terms and conditions specified herein and pursuant to our contract with the City. The lump sum amount is based on our estimated budget for performing these services, which includes the labor, subconsultant fees, and other direct costs necessary to complete the work scope described in the proposal, as detailed in Attachment A. engineers I scientists I innovators Proposal for Stormwater Improvements Evaluation Geosyntee° City Park Storm water Retrofit Cape Canaveral,Florida consultants September 6,2013 The budget estimate includes fees from specialty subcontractors as follows (copies of the subconsultant proposals are included in Attachment B): • Morgan &Associates - provide surveying and mapping of the project area to support modeling and improvements conceptualization. They will also provide peer review QA/QC of the draft technical memorandum. Project efforts will be billed to the City on a lump sum task percent complete basis,based on the major tasks defined in the cost build-up spreadsheet in Attachment A. Individual subconsultant and combined other direct costs will likewise be billed lump sum based on a percent complete basis. Invoices will be structured to list project tasks (and subconsultant/ combined other direct cost) with accomplished percent complete,then corresponding budget invoiced, overall budget expended and overall budget remaining. If requested, a separate status report will be provided to the City's project manager providing a narrative of work accomplished supporting the invoice. SCHEDULE Geosyntec and M&A can begin work immediately upon receipt of a Notice to Proceed from the City. Work will commence and proceed in accordance with the schedule provided in Attachment C. CLOSURE The scope, fees,and schedule provided herein are considered valid for 90 days from the date of proposal unless otherwise noted. After 90 days,we reserve the right to reevaluate project scope,fees,and schedule. We appreciate the opportunity to work with the City on this project. Should you have any questions or comments regarding this proposal, please do not hesitate to contact the undersigned at(321) 249-9360. Sincerely, Geosyntec Consultants,Inc. if Mark W.Ellard,PE,CFM,D.WRE Associate,Water Resources mellardageosyntec.coni cc: Andy Kirbach-Morgan&Associates Attachments A-Fee Estimate B-Subconsultant Proposal C-Schedule engineers I scientists I innovators Proposal for Stormwater Improvements Evaluation Geosyntec° City Park Stormwater Retrofit Cape Canaveral,Florida consultants September 6,2013 Attachment A engineers I scientists 1 innovators Al 88. 88 8+8888. 8 88. 8. 888888888. 8 8888888 - 8888 ii A�i "....1 "g r...-.. » » » » » Mil » » » » a » » lf e ! eeeee of 11 » » » � � 8 � IH I i 4 ` f e e e e e e 3 q Mil & 8 S .4« „l S .°, g 21 : ! ; 111g1 WHOA .4 S ' :i EY l N r » a : A N N e e e + e 3 5s ` M a ;g 22 SSe s8ss € g $ g53 g ! : _ 8 _ w ' Liz LL 28821 88 ` 8 « » «8 888 8 $ 8888 " ! 8 e 8 - » » ; 888; F El w i e � 8 ` _ ags ` ` ` ` ` 8 8g08 88888888881 sa88a = * 8888 Raag w aas aaa E a < a � &aaE =f e e e : _ , z C _ s v a ` P. 1 - C 2 I o = E F i =t. .. t ,. { E - I 5.E S F s 3 i - _ € L i E - I 7 i 4 f k 8 E Y . _I r C ? “ _ i € C o y _ E b L - iii 4 e s te t 7 x f - : ' _ ! SS Y L. ti 4 — - C ,L E ; i I.12 0 E e - - - y aL Q _ _ 9 c _ 3 s 3 s _ 5 i i - Y Zi E EE' $ r _ ` t c a E - = 3 E e e = - s to c : ` a s a d ` gs e d Y 3 1 1 i = 6 a` . m ` 4 - LL 9 17s wO W 0 I i 1 I r • 8 e a =. oa a a a s a a s a o $ 8 a 9 _ 4 8 444 ; 2. 4V _ = „ x x x » « X o 1 - M ,74 - , d „ „,4 _,,. d < 6 g' sssssss88888888882 8828 888888;. , tL < 5i $ sag2 ° 2. 222, 2 ° ° ° 2 $ 8.9 a ° s ° 2. s, 3 —8R2222 � " g. i. gs 2r assag. xi 222stss'ss�s'as2s $ sss 2 2'2 » ° 21 V 5 _ 1 » a o N y .1 .. �.. . e . - .. - ,. - .. . m . a _ 03 'I, R e R ° = m R po o 2. 88 e Q q - L R . • 444444443438444441 4448 444443 . 1 v 33 » « » Y ` ac . Y J 4 = Ts i F m s. : _ N c Z _ a t 1Iii S N i cc Y 5 E~ s - - _ Z o - S W 2 t € _ _ s $ d x = E .5'.- 1'.it. _ _L c E .get _ c rs. : F i l E = a a .E G E -, E � E 5 E e 5 E C «. a = e 2, C = ' " n E" s"s2, 2 ¢k 7P1i' 1 .- � " " . a _ a z so :5 EXHIBIT A2 -REIMBURSABLE OUT-OF-POCKET-EXPENSES City Park Stormwater Retrofit Date: 09/06/13 Cape Canaveral,Florida Unit Rate per Unit Quantity Subtotal Photocopies B/W Copies-8%"x11" copy $0.09 1000 $90.00 B/W Copies-11"x17" copy $0.10 50 $5.00 Color Copies-8%"x 11" copy $1.00 250 $250.00 Color Copies-11"x 17" copy $2.00 50 $100.00 Scans 8%"x11", 8%"x14'; 11"x17" sheet $0.10 0 $0.00 Large Format B/W (17"x24'; 24"x36', 36"x48") sheet $2.00 0 $0.00 Large Format Color(17"x24", 24"x36", 36"x48") sheet $10.00 0 $0.00 Full Size Plans and Plots(plans, public meetings, etc.) 24"x36" B/W Copies sheet $3.00 0 $0.00 24"x36" B/W Plot sheet $5.00 0 $0.00 24"x36" Color Copies sheet $7.00 0 $0.00 24"x36" Color Plot sheet $10.00 5 $50.00 36"x48" B/W Copies sheet $5.00 0 $0.00 36"x48" B/W Plot sheet $7.00 0 $0.00 36"x48" Color Copies sheet $10.00 0 $0.00 36"x48" Color Plot sheet $15.00 0 $0.00 • Courier/Express Delivery Service Public Works delivery $20.00 2 $40.00 Downtown Cape Canaveral delivery $20.00 0 $0.00 All other Central Florida areas(permits, etc.) delivery $25.00 0 $0.00 Digital Archiving(include burning and labeling) CD Data each $5.00 0 $0.00 DVD Data each $10.00 1 $10.00 Report Production Binders with Tabs, Covers each $20.00 5 $100.00 Mounting&Laminating(Presentation Materials) Gator Board(3/16") sf $10.00 0 $0.00 Project Specifc Costs/Fees GRAND TOTAL: $645.00 Geosyntec t> consultants Exhibit A2-Page 1 of 1 Proposal for Stormwater Improvements Evaluation Geosyntee° City Park Storm water Retrofit Cape Canaveral,Florida consultants September 6,2013 Attachment B engineers I scientists I innovators ORGAN •f, LIssoclates Civil I /1SU1eQrJ and Land S Innjola September 6, 2013 Mr. Mark Ellard,PE, CFM, D.WRE Associate, Water Resources Geosyntec Consultants, Inc. 6770 South Washington Avenue Suite 3 Titusville, Florida 32780 Subject: Proposal for Surveying& Engineering Services City of Cape Canaveral City Park Exfiltration Project Cape Canaveral, Brevard County, Florida Dear Mark, We appreciate the opportunity to provide a proposal for surveying and consulting engineering services for the City Park Exfiltration Project. My understanding of the requirements for the project is as follows: Survey Phase Field Survey (Topographic) the project area and adjacent/contributing storm drain based on the exhibit provided by Geosyntec. A boundary survey of the City Park site (approximately 2 acres) is included. Spot elevations and/or 1' contours will be shown on the survey. Assistance may be required from the City to remove storm drainage structure lids for access to accurately evaluate/survey pipe inverts and visually verify pipe size. Please note that only above ground improvements will be shown on the survey. No underground utilities will be shown unless marked by others and clearly visible at the time of survey. The survey elevations will be based on NAVD 1988 datum. Horizontal control will be based on the State Plane system. QA/QC Review draft and final reports and provide input/comments/recommendations. This Proposal is Prepared Assuming the Following: 1. All additional and historical utility information will be provided. 2. Boundary/Right of Way Survey not included. 3. Construction Drawings/Technical Specifications by other 4. No permitting assistance is required. 5. No wetland or endangered species permitting is required. 6. All Application/Permit/Impact fees to be paid by the Owner. 7. Required Geotechnical Engineering/Report will be provided by the Owner. SCHEDULES AND FEES Schedules: Upon receipt of Owner's written authorization to proceed, Morgan & Associates will begin work immediately. The survey will take approximately 2-3 weeks and the QA/QC review will be based on Geosyntec's schedule for deliverables. 504 N.Harbor Ciiv Blvd. • Melbourne.FL 32935 • Phone(321) 751-6088• Fax(321) 751-6089 Fees: The fee will be as follows: Survey $17,880 QA/QC $3,680 TOTAL $21,560 We propose to provide the above services for a lump sum fee of$21,560.00. Morgan & Associates fee includes print costs for five(5)sets of surveys for the Owner. Additional printing requested by the Owner will be billed at$2.50 per standard construction sheet(24" x 36"). Morgan & Associates fees will be invoiced monthly based on a percentage of work completed and payment will be due within 30 days. Interest of 1.5%will be invoiced on all accounts unpaid after 60 days from receipt of invoice. Work will be stopped on all accounts unpaid for 180 days and a re-start fee will be applied once account has been brought up to date.Additional services not included in the above tasks will be billed at Morgan&Associates standard hourly rates or negotiated as a lump sum prior to beginning work. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project. Any significant modification in these ordinances, regulations, procedures, etc. shall be justification for re- negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by Morgan & Associates throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by Morgan & Associates, not including reimbursable expenses and sub-consultants, for all services rendered on the project. Should it become necessary to obtain a third party to collect our fees for services,the Owner hereby agrees to pay all costs of such collections including Attorney's fees. The Owner and Morgan&Associates respectively bind themselves,their partners,successors,assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement. Neither the Owner nor Morgan&Associates shall assign,sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through September 30, 2013. Acceptance after this date may necessitate increased fees or altered conditions. Sincerely, ACCEPTANCE: Morgan&Associates Consulting Engineers, Inc. A 14,C) Kirbach BY: Andy Kirbach, PE Vice President TITLE: DATE: { -§ �/] 888 Em ; . \\ . | &.k! k§ 2 k2 ®-. . - {/ ! # . . , E■» ‘4.4 |` !� :; to.--- s ; m | 8 287E !!8 °2'@ \-- - --(0® I• ƒ , • : _ as«a /"' 9r . Q E «■# - \ 'a g. \?\\ § °°�° \\ , ~ }k` ■ �f ƒ@a g y . ® • _ . & €0 i` . 2 l Act. ig § |)2z! ) , Z . !,|!| 2 �` ° ° )]/Z!» �8 / -oo $ _ ." , - 0 /• _ ` 8# m |� \ \ ! ! ,_ ; ` 8 « # m ƒ|� 0\ § f - , ,- - ) .|2 / \ _ I z ., % i / | , { o \ [ ] u. / © / § / ! - o m) _ L11 0 8. 8. \ ) ! \ 2` ` \2 • k \ Proposal for Stormwater Improvements Evaluation Geosyntec° City Park Stormwater Retrofit Cape Canaveral,Florida consultants September 6,2013 Attachment C engineers I scientists I innovators M .-I 7 0 C In 0 ^. .-I a cC to w `° ._N m a N co LJJ I— a, - '•i N �"�je.,a a NI a,u 1r V N N e 0 .—, "4 Cr NI NJ ■.i } _ . . CO D (n N^` O O ..i - C Z— @ N in — o I.i —M v _` 'i '"D o O.-. O O O— cr. O N 01 j _ d — O C O �-I M d' Y— E 0 i N 2 fn en en m en en en en N m .mi en en m m "p C N H .i _ . 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