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HomeMy WebLinkAbout2009-110 AMENDMENT NUMBER 2 TO WORK ORDER NUMBER 09 This Amendment 2 to Work Order Number 09 is entered into as of this 14i-h day ofi� �1-r!� 2009 ( " Effective Date" ) pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of 10 August , 2004 , and amended effective July 24 , 2007 ( as so amended , the "Agreement" ) , by and between Indian River County Solid Waste Disposal District , a dependent special district of Indian River County , Florida , ( " District" ) and Geosyntec , Inc . ( " Consultant" ) . 1 The District has selected the Consultant to perform the professional services set forth in existing Work Order Number 09 , Effective Date July 24 , 2007 2 . The District and the Consultant desire to amend this Work Order as set forth on Exhibit 1 attached to this Amendment and made part hereof by this reference , The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 1 and within the timeframe more particularly set forth in Exhibit 1 , all accordance with the terms and provisions set forth in the Agreement . 3 . From and after the Effective Date of this Amendment , the above- referenced Work Order is amended as set forth in this Amendment . Pursuant to paragraph 1 . 4 of the Agreement , nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein . IN WITNESS WHEREOF , the parties hereto have executed this Amendment to Work Order as of the date first written above . CONSULTANT : INDIAN RIVER COUNTY SOLID GEOSYNTEC CONSULTANTS, INC . WASTE DISPOSAL DISTRICT By : Thomas A . Peel , Ph . D . Wesley S . Uavis , Chairman Title : Vice President Attest : J . K . Barton , Cleric of Court 1 By: Deputy Clerk proved : r. eph A . Elaird , bbdrity Administrator pproved as to form and legal sufficiency : Marian E . Fel�Assistant omey MEN `�D y epi AMENDMENT NUMBER 2 TO WORK ORDER NUMBER 09 0 I 0 This Amendment 2 to Work Order Number 09 is entered into as of this 14JLh day of 2009 ( " Effective Date" ) pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of 10 August , 2004 , and amended effective July 24 , 2007 ( as so amended , the "Agreement" ) , by and between Indian River County Solid Waste Disposal District , a dependent special district of Indian River County , Florida , ( " District" ) and Geosyntec , Inc . ( " Consultant" ) . I The District has selected the Consultant to perform the professional services set forth in existing Work Order Number 09 , Effective Date July 24 2007 2 - The District and the Consultant desire to amend this Work Order as set forth on Exhibit 1 attached to this Amendment and made part hereof by this reference , The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 1 and within the timeframe more particularly set forth in Exhibit 1 , all accordance with the terms and provisions set forth in the Agreement . 3 From and after the Effective Date of this Amendment , the above - referenced Work Order is amended as set forth in this Amendment . Pursuant to paragraph 1 . 4 of ork th the the Agre nt ent , nothing contained in any and the terms of the Agreement ll f the t shall incorporated be deemed to be rder shall conflict lterms n Agreement and ieach individual Work Order as if fully set forth herein . IN WITNESS WHEREOF , the parties hereto have executed this Amendment to Work Order as of the date first written above . CONSULTANT : INDIAN RIVER COUNTY SOLID GEOSYNTEC CONSULTANTS , INC . WASTE DISPOSAL DISTRICT By . Wesley S . Davis , Chairman Thomas A . Peel , Ph . D . Title : Vice President Attest J . K . Barton , Cleric of Court i Deputy Clerk proved : ` � /LI eph A . air unty Administrator pproved as to form and legal sufficiency : j Madan E . Fel Assistant omey SmeadSoft Reprint Date: Monday, April 30, 2012 - 11 : 30 : 33 - DfficialDocuments:8454, Attachment Id 1, Page 1 1507 20th Street, Suite 201 Geo syn ` to Vero Beach, Florida 12960 J ��J/ ` ` t)ti 772 . 6.1 . 8717 consultants �N 772 . 164 .8719 \\'\VR' . 3 CUSVlI[CC . COIII 23 March 2(>n9 Himanshu Mehta P . E . Managing Director Solid Waste Disposal District Indian River County 132574 h Avenue SW Vero Beach , Florida 32968 Subject : Ammendment 2 to Work Order 9 Proposal for Engineering Services Borrow Area Dewatering CUP Compliance Monitoring Indian River County Landfill Facility Vero Beach, Indian River County, Florida Dear Ms . Mehta : Geosyntec Consultants (Geosyntec ) is pleased to submit this proposal to the Indian River County ( IRC ) Solid Waste Disposal District ( SWDD) to provide compliance monitoring and reporting services related to the requirements of the St . John River Water Management District ( SJRWMD ) Consumptive Use Permit (CUP) for dewatering the borrow area located north of the C - 5 canal . The proposal presents the scope of work and budget estimate for complying with the permit requirements over a period of two consecutive years of dewatering at the borrow area . The proposal was prepared in response to a verbal request from Mr. Himanshu Mehta , P .E , of SWDD and subsequent meetings between SWDD and Geosyntec at the IRCL site . Geosyntec has prepared this proposal as Attachment I under the second Ammendment to Work Order No . 9 for the Continuing Contract Agreement for Professional Services between IRC SWDD and Geosyntec , dated 10 August 2004, and amended effective 24 July 2007 . The remainder of this proposal presents : ( i ) project background ; ( ii ) proposed scope of work ; ( iii ) budget estimate ; and ( iv ) schedule . PROJECT BACKGROUND The IRCL facility is located in southern Indian River County, east of Interstate 95 , south of Oslo Road , and west of Rangeline Road in Vero Beach, Florida . The SWDD operated both the Class I landfill and Construction and Demolition ( C&D ) disposal facility at the IRCL facility . The overall IRCL site occupies 276 acres , with 63 acres used for Class I disposal and 22 acres used for C &D disposal . Waste materials accepted for the Class I landfill disposal include residential , commercial , agricultural , and industrial wastes . The landfill serves the unincorporated Indian NC'P2009 XL09084 .1L90075 .doe 1507 20th Street, Suite 201 Geo syn ` to Vero Beach, Florida 12960 J ��J/ ` ` t)ti 772 . 6.1 . 8717 consultants �N 772 . 164 .8719 \\'\VR' . 3 CUSVlI[CC . COIII 23 March 2(>n9 Himanshu Mehta P . E . Managing Director Solid Waste Disposal District Indian River County 132574 h Avenue SW Vero Beach , Florida 32968 Subject : Ammendment 2 to Work Order 9 Proposal for Engineering Services Borrow Area Dewatering CUP Compliance Monitoring Indian River County Landfill Facility Vero Beach, Indian River County, Florida Dear Ms . Mehta : Geosyntec Consultants (Geosyntec ) is pleased to submit this proposal to the Indian River County ( IRC ) Solid Waste Disposal District ( SWDD) to provide compliance monitoring and reporting services related to the requirements of the St . John River Water Management District ( SJRWMD ) Consumptive Use Permit (CUP) for dewatering the borrow area located north of the C - 5 canal . The proposal presents the scope of work and budget estimate for complying with the permit requirements over a period of two consecutive years of dewatering at the borrow area . The proposal was prepared in response to a verbal request from Mr. Himanshu Mehta , P .E , of SWDD and subsequent meetings between SWDD and Geosyntec at the IRCL site . Geosyntec has prepared this proposal as Attachment I under the second Ammendment to Work Order No . 9 for the Continuing Contract Agreement for Professional Services between IRC SWDD and Geosyntec , dated 10 August 2004, and amended effective 24 July 2007 . The remainder of this proposal presents : ( i ) project background ; ( ii ) proposed scope of work ; ( iii ) budget estimate ; and ( iv ) schedule . PROJECT BACKGROUND The IRCL facility is located in southern Indian River County, east of Interstate 95 , south of Oslo Road , and west of Rangeline Road in Vero Beach, Florida . The SWDD operated both the Class I landfill and Construction and Demolition ( C&D ) disposal facility at the IRCL facility . The overall IRCL site occupies 276 acres , with 63 acres used for Class I disposal and 22 acres used for C &D disposal . Waste materials accepted for the Class I landfill disposal include residential , commercial , agricultural , and industrial wastes . The landfill serves the unincorporated Indian NC'P2009 XL09084 .1L90075 .doe Himanshu Mehta P . E . 23 March 2009 Page 2 River County and municipalities of Vero Beach , Orchid , Fellsmere, Sebastian , and Indian River Shores , Florida . In 2008 the SWDD Board accepted staff recommendation to discontinue the separate disposal of C & D debris in an unlined disposal facility and switch to co -disposal operation whereby C & D debris is placed in a lined Class l landfill comingled with municipal solid waste . Consequently , the SWDD has initiated work to modify the permit for the 32 acre parcel located immediately east of Segment 2 , which has been permitted as a C & D expansion (Cell 2) , to a Class I landfill and integrate it with the already permitted Segment 3 expansion . Construction of the expanded Segment 3 as well as construction of the vertical expansion of Segment I and 2 (permitted in 2006 ) would require fill material from either on - site or off- site borrow sources . SWDD has obtained an Environmental Resource Permit ( ERP ) and a CUP from the Florida Department of Environmental Protection ( FDEP ) and SJRWMD , respectively , authorizing the use of approximately 30 - acre property located immediately north of the IRCL facility as a borrow area of material for future landfill cell constructions and closure and for cover material at the facility . The SWDD has also obtained Administrative Approval , and Land Clearing and Tree Removal Permits from IRC Community Development Department (CDD ) for the pond construction and an Indian River Farms Water Control District ( IRFWMD ) permit for emergency discharge of pond water into the C- 5 Canal . The CUP grants the SWDD the authority to withdraw up to 1 , 351 . 5 million gallons per year of groundwater from the surficial aquifer system for dewatering the borrow area . The CUP conditions , however, require the SWDD to monitor and report to the SJRWMD on any impact of the dewatering operations to four wetland areas located adjacent to the borrow pond . This proposal presents the scope of work for compliance with the requirements of the CUP conditions . PROPOSED SCOPE OF WORK This project includes professional engineering services necessary to comply with the CUP conditions . For budgeting purposes , the scope of work will be performed in three phases , as presented below . Phase 1 : General Consulting/Meeting Support/ Project Management; Phase 2 : Site Preparation ; and Phase 3 : Monitoring and Reporting . Each task is briefly described below . NCP2009/XL09084/J [, 90075 . doc Himanshu Mehta P . E . 23 March 2009 Page 2 River County and municipalities of Vero Beach , Orchid , Fellsmere, Sebastian , and Indian River Shores , Florida . In 2008 the SWDD Board accepted staff recommendation to discontinue the separate disposal of C & D debris in an unlined disposal facility and switch to co -disposal operation whereby C & D debris is placed in a lined Class l landfill comingled with municipal solid waste . Consequently , the SWDD has initiated work to modify the permit for the 32 acre parcel located immediately east of Segment 2 , which has been permitted as a C & D expansion (Cell 2) , to a Class I landfill and integrate it with the already permitted Segment 3 expansion . Construction of the expanded Segment 3 as well as construction of the vertical expansion of Segment I and 2 (permitted in 2006 ) would require fill material from either on - site or off- site borrow sources . SWDD has obtained an Environmental Resource Permit ( ERP ) and a CUP from the Florida Department of Environmental Protection ( FDEP ) and SJRWMD , respectively , authorizing the use of approximately 30 - acre property located immediately north of the IRCL facility as a borrow area of material for future landfill cell constructions and closure and for cover material at the facility . The SWDD has also obtained Administrative Approval , and Land Clearing and Tree Removal Permits from IRC Community Development Department (CDD ) for the pond construction and an Indian River Farms Water Control District ( IRFWMD ) permit for emergency discharge of pond water into the C- 5 Canal . The CUP grants the SWDD the authority to withdraw up to 1 , 351 . 5 million gallons per year of groundwater from the surficial aquifer system for dewatering the borrow area . The CUP conditions , however, require the SWDD to monitor and report to the SJRWMD on any impact of the dewatering operations to four wetland areas located adjacent to the borrow pond . This proposal presents the scope of work for compliance with the requirements of the CUP conditions . PROPOSED SCOPE OF WORK This project includes professional engineering services necessary to comply with the CUP conditions . For budgeting purposes , the scope of work will be performed in three phases , as presented below . Phase 1 : General Consulting/Meeting Support/ Project Management; Phase 2 : Site Preparation ; and Phase 3 : Monitoring and Reporting . Each task is briefly described below . NCP2009/XL09084/J [, 90075 . doc Himanshu Mehta P . E . 23 March 2009 Page 3 Phase I : General Consulting/Meeting Support/Project Management Phase I consists of three components : general consulting , meeting support , and project management . Geosyntec will provide SWDD with consulting services necessary to initiate the project and attend meetings , as necessary , with the SWDD and if necessary with SJRWMD and IRFWCD . Geosyntec will prepare presentation graphics , engineering drawings , and other documents required to support the meetings and project coordination activities . Project management activities will include : budget and schedule tracking , invoice review , and project communications , including the preparation of a monthly progress report . The project report will include a description of the activities completed during the month and planned activities for the following month . In addition , the progress report will identify any technical or administrative issues that require SWDD ' s attention and the current status of the budget and schedule . For the purpose of this budget estimate , Geosyntec has included two (2 ) quarterly meetings with the SWDD over the two years of the project , to review the project progress , discuss problems encountered during the quarter and evaluate alternative solutions . Any of these meetings may also include discussions with SJRWMD and IRFWCD to address compliance issues . Following each meeting , Geosyntec will prepare meeting minutes that document decisions reached in the meetings . Phase 2 : Site Preparation Geosyntec will undertake the following tasks : Task 2 . 1 : Kickoff Meeting and Site Reconnaissance Geosyntec will meet with representatives of the SWDD and its construction contractor to review the construction and dewatering schedule for the borrow area and establish milestones dates required by the permit conditions . We will visit the site with our licensed surveyor and groundwater monitoring well installer to inspect the locations designated for installation of the eight ( 8 ) piezometers and three ( 3 ) staff gages identified in the permit conditions . We will prepare and submit to SJRWMD the monitoring well design , and a site plan showing the locations of the 8 piezometers , the 3 staff gages , and the rain gage for approval prior to the wells installations in compliance with Condition 20 of the permit. The site plan will maximize the use of existing piezometers in order to minimize the need to install new groundwater monitoring wells . We will also respond to comments and questions from the SJRWMD that may arise from the Agency review NC P2009/X L09084/J L90075 .doc Himanshu Mehta P . E . 23 March 2009 Page 3 Phase I : General Consulting/Meeting Support/Project Management Phase I consists of three components : general consulting , meeting support , and project management . Geosyntec will provide SWDD with consulting services necessary to initiate the project and attend meetings , as necessary , with the SWDD and if necessary with SJRWMD and IRFWCD . Geosyntec will prepare presentation graphics , engineering drawings , and other documents required to support the meetings and project coordination activities . Project management activities will include : budget and schedule tracking , invoice review , and project communications , including the preparation of a monthly progress report . The project report will include a description of the activities completed during the month and planned activities for the following month . In addition , the progress report will identify any technical or administrative issues that require SWDD ' s attention and the current status of the budget and schedule . For the purpose of this budget estimate , Geosyntec has included two (2 ) quarterly meetings with the SWDD over the two years of the project , to review the project progress , discuss problems encountered during the quarter and evaluate alternative solutions . Any of these meetings may also include discussions with SJRWMD and IRFWCD to address compliance issues . Following each meeting , Geosyntec will prepare meeting minutes that document decisions reached in the meetings . Phase 2 : Site Preparation Geosyntec will undertake the following tasks : Task 2 . 1 : Kickoff Meeting and Site Reconnaissance Geosyntec will meet with representatives of the SWDD and its construction contractor to review the construction and dewatering schedule for the borrow area and establish milestones dates required by the permit conditions . We will visit the site with our licensed surveyor and groundwater monitoring well installer to inspect the locations designated for installation of the eight ( 8 ) piezometers and three ( 3 ) staff gages identified in the permit conditions . We will prepare and submit to SJRWMD the monitoring well design , and a site plan showing the locations of the 8 piezometers , the 3 staff gages , and the rain gage for approval prior to the wells installations in compliance with Condition 20 of the permit. The site plan will maximize the use of existing piezometers in order to minimize the need to install new groundwater monitoring wells . We will also respond to comments and questions from the SJRWMD that may arise from the Agency review NC P2009/X L09084/J L90075 .doc Himanshu Mehta P . E . 23 March 2009 Page 4 Task 2. 2 : Wetland Transect Concurrence with SJRWMD Geosyntec will prepare and submit to the SJRWMD a figure depicting the approximate wetland monitoring transect locations for the site for review and approval in accordance with the requirements of Condition 21 of the permit . We will also respond to comments and questions from the SJRWMD that may arise from the Agency review . Task 2 . 3 : Groundwater Monitoring System Installation Geosyntec will install the additional shallow groundwater monitoring wells and the three staff gages (to be installed by the licensed surveyor see Task 2 . 4) approved by the SJRWMD . The installation will be performed by a licensed water well contractor in accordance with 373 . 336 ( l ) (b ) , F . S . Our budget estimate provides for installation of 3 staff gages and up to 4 shallow groundwater monitoring wells to a depth of approximately 20 feet . Geosyntec will submit to SJRWMD , within 30 days of the completion of the work, documentation that the staff gages and piezometers have been installed , including photographs , survey drawing ( see Task 2 . 4 ) , and the well /piezometer completion logs . Attachment I presents the proposal for the driller ' s services . Task 2. 4 : Site Survey Geosyntec will retain the services of a licensed surveyor to perform the following : • Attend the kickoff meeting and participate in the site reconnaissance , • Establish three primary project benchmarks on NAVD ( 1988 ) ; • Stake locations of piezometers for well construction ; • Establish elevations on constructed well caps for monitoring purposes ; • Meet with our wetland biologist reconnaissance prior to baseline monitoring deadline , field locate 4 wetland transects in accordance with specifications of SJRWMD Permit and provide cross - section profile mapping of environmental consultant identified transects ; • Construct and set 3 staff gauges ; and • Revisit wetland transects at 2 additional annual events , field locate and provide cross- section profile mapping . Attachment 2 presents the proposal for the surveyor ' s services . NCP2009/X109084/J190075 . doc Himanshu Mehta P . E . 23 March 2009 Page 4 Task 2. 2 : Wetland Transect Concurrence with SJRWMD Geosyntec will prepare and submit to the SJRWMD a figure depicting the approximate wetland monitoring transect locations for the site for review and approval in accordance with the requirements of Condition 21 of the permit . We will also respond to comments and questions from the SJRWMD that may arise from the Agency review . Task 2 . 3 : Groundwater Monitoring System Installation Geosyntec will install the additional shallow groundwater monitoring wells and the three staff gages (to be installed by the licensed surveyor see Task 2 . 4) approved by the SJRWMD . The installation will be performed by a licensed water well contractor in accordance with 373 . 336 ( l ) (b ) , F . S . Our budget estimate provides for installation of 3 staff gages and up to 4 shallow groundwater monitoring wells to a depth of approximately 20 feet . Geosyntec will submit to SJRWMD , within 30 days of the completion of the work, documentation that the staff gages and piezometers have been installed , including photographs , survey drawing ( see Task 2 . 4 ) , and the well /piezometer completion logs . Attachment I presents the proposal for the driller ' s services . Task 2. 4 : Site Survey Geosyntec will retain the services of a licensed surveyor to perform the following : • Attend the kickoff meeting and participate in the site reconnaissance , • Establish three primary project benchmarks on NAVD ( 1988 ) ; • Stake locations of piezometers for well construction ; • Establish elevations on constructed well caps for monitoring purposes ; • Meet with our wetland biologist reconnaissance prior to baseline monitoring deadline , field locate 4 wetland transects in accordance with specifications of SJRWMD Permit and provide cross - section profile mapping of environmental consultant identified transects ; • Construct and set 3 staff gauges ; and • Revisit wetland transects at 2 additional annual events , field locate and provide cross- section profile mapping . Attachment 2 presents the proposal for the surveyor ' s services . NCP2009/X109084/J190075 . doc Himanshu Mehta P . E . 23 March 2009 Page 5 Task 2. 5 : Wetland Transect Establishment Geosyntec ' s wetlands biologist will review the transects ' monitoring sites and establish four transects with permanent monuments for conducting annual monitoring events . Transect locations will be established in accordance with Task 2 . 2 , following SJRWMD approval . The transects will be located at piezometers locations 2 , 4 , 5 , and 7 . Each transect will total 150 feet in length , and will be oriented perpendicular to the adjacent wetland line so that 100 feet of the transect is placed within the wetland and 50 feet will be located in uplands . Geosyntec will attempt to position all transects adjacent to the monitoring well locations . As discussed in Condition 21 , certain transects may encounter placed fill within uplands . In this case , the upland transect segment will terminate at the toe - of-- slope of fill . Three permanent monuments will be established for each transect . Permanent monuments will include 18 - inch re- bar driven into the soil to a depth of 12 inches , overlaid with a 48 - to 60- inch section of PVC pipe . The PVC pipe will be labeled as upland terminus , wetland/upland interface , and wetland terminus . Each monument will also be marked with fluorescent flagging to aid in locating the transects for future monitoring events . A permanent photograph station will be established adjacent to each monitoring well . Digital photographs will be taken at each cardinal direction (north , east, south , and west) to supplement the baseline monitoring data and provide a qualitative reference for future monitoring events . Phase 3 : Monitoring and Reporting This phase will cover the 2 years of dewatering at the borrow area and includes the following tasks : Task 3 . l : Data Gathering Condition 22 of the Permit requires weekly recording of rainfall and water levels , both on the same day . Condition 13 of the Permit requires recording water flow data for each of the dewatering pumps . The permit accepts water flow data derived from the pumps ratings and times of operation . Geosyntec will coordinate with SWDD ' s staff to obtain weekly records of rainfall , water levels , and time of operation . Rainfall records will be obtained from a rain gage approved by SJRWMD ; water levels will be recorded at each of the 8 piezometers and 3 staff gages and time of operation records will be obtained from a log book maintained by staff. Geosyntec will be responsible for obtaining the records when SWDD ' staff is unavailable . Our budget provides for 10 days of weekly records gathering by Geosyntec over the two years of the project . NCP2009/X L09084/J 1 .90075 -doe Himanshu Mehta P . E . 23 March 2009 Page 5 Task 2. 5 : Wetland Transect Establishment Geosyntec ' s wetlands biologist will review the transects ' monitoring sites and establish four transects with permanent monuments for conducting annual monitoring events . Transect locations will be established in accordance with Task 2 . 2 , following SJRWMD approval . The transects will be located at piezometers locations 2 , 4 , 5 , and 7 . Each transect will total 150 feet in length , and will be oriented perpendicular to the adjacent wetland line so that 100 feet of the transect is placed within the wetland and 50 feet will be located in uplands . Geosyntec will attempt to position all transects adjacent to the monitoring well locations . As discussed in Condition 21 , certain transects may encounter placed fill within uplands . In this case , the upland transect segment will terminate at the toe - of-- slope of fill . Three permanent monuments will be established for each transect . Permanent monuments will include 18 - inch re- bar driven into the soil to a depth of 12 inches , overlaid with a 48 - to 60- inch section of PVC pipe . The PVC pipe will be labeled as upland terminus , wetland/upland interface , and wetland terminus . Each monument will also be marked with fluorescent flagging to aid in locating the transects for future monitoring events . A permanent photograph station will be established adjacent to each monitoring well . Digital photographs will be taken at each cardinal direction (north , east, south , and west) to supplement the baseline monitoring data and provide a qualitative reference for future monitoring events . Phase 3 : Monitoring and Reporting This phase will cover the 2 years of dewatering at the borrow area and includes the following tasks : Task 3 . l : Data Gathering Condition 22 of the Permit requires weekly recording of rainfall and water levels , both on the same day . Condition 13 of the Permit requires recording water flow data for each of the dewatering pumps . The permit accepts water flow data derived from the pumps ratings and times of operation . Geosyntec will coordinate with SWDD ' s staff to obtain weekly records of rainfall , water levels , and time of operation . Rainfall records will be obtained from a rain gage approved by SJRWMD ; water levels will be recorded at each of the 8 piezometers and 3 staff gages and time of operation records will be obtained from a log book maintained by staff. Geosyntec will be responsible for obtaining the records when SWDD ' staff is unavailable . Our budget provides for 10 days of weekly records gathering by Geosyntec over the two years of the project . NCP2009/X L09084/J 1 .90075 -doe Himanshu Mehta P . E . 23 March 2009 Page 6 SWDD ' s staff will transmit the weekly record to Geosyntec for processing and reporting to SJRWMD in accordance with the permit requirements . Task 3 . 2 : Wetland Transect Monitoring (Baseline and Annual) The baseline monitoring will include performing the following sub -tasks : • Photographs of the landscape at each cardinal direction will be taken at every photograph station . Additional photographs will be taken as warranted to support other monitoring data. • Soil surface elevations at 5400t increments will be survey - located along each transect . Survey data will be recorded to an accuracy of ±0 . I foot . • Geosyntec will assist the surveyor in identifying distinct features along the transect . Soil surface elevations will be obtained at these locations . These features may include the following : o Upland/wetland interface ; o Present water level ; o Cypress buttress inflection points (no more than three individuals) ; o Lower extent of lichen lines or upper extent of moss collars , watermarks , and the lower edge of the saw palmetto fringe ; o Changes in plant community types . • All plants observed within 10 feet and parallel of each transect will be identified to the lowest taxonomic level practicable . • Diameter at breast height ( DBH ) will be recorded for woody species that have greater than 1 . 0 - inch DBH . • Soil data will be obtained at 2546ot increments along each transect (seven soil samples per transect) . Soil characteristics (color, texture , and hydric soil indicators ) will be recorded . Soil borings for this evaluation will be a minimum depth of 24 inches , except in the case where open water is encountered . In open water, water depth to sediment surface will be recorded (maximum of 3 feet) , along with depth of organic substrate . NCP2009/X1 .09084/J L90075 . doc Himanshu Mehta P . E . 23 March 2009 Page 6 SWDD ' s staff will transmit the weekly record to Geosyntec for processing and reporting to SJRWMD in accordance with the permit requirements . Task 3 . 2 : Wetland Transect Monitoring (Baseline and Annual) The baseline monitoring will include performing the following sub -tasks : • Photographs of the landscape at each cardinal direction will be taken at every photograph station . Additional photographs will be taken as warranted to support other monitoring data. • Soil surface elevations at 5400t increments will be survey - located along each transect . Survey data will be recorded to an accuracy of ±0 . I foot . • Geosyntec will assist the surveyor in identifying distinct features along the transect . Soil surface elevations will be obtained at these locations . These features may include the following : o Upland/wetland interface ; o Present water level ; o Cypress buttress inflection points (no more than three individuals) ; o Lower extent of lichen lines or upper extent of moss collars , watermarks , and the lower edge of the saw palmetto fringe ; o Changes in plant community types . • All plants observed within 10 feet and parallel of each transect will be identified to the lowest taxonomic level practicable . • Diameter at breast height ( DBH ) will be recorded for woody species that have greater than 1 . 0 - inch DBH . • Soil data will be obtained at 2546ot increments along each transect (seven soil samples per transect) . Soil characteristics (color, texture , and hydric soil indicators ) will be recorded . Soil borings for this evaluation will be a minimum depth of 24 inches , except in the case where open water is encountered . In open water, water depth to sediment surface will be recorded (maximum of 3 feet) , along with depth of organic substrate . NCP2009/X1 .09084/J L90075 . doc Himanshu Mehta P . E . 23 March 2009 Page 7 Task 3 . 3 . Baseline and Annual Monitoring Reports The baseline wetland monitoring report will be submitted to the SJRWMD on or before January 13 , 2010 . This report will include the following : • A diagram of the elevations , plant communities , and hydric soils located along each transect ; • A summary of the soils data collected ; • A summary of the vegetation data collected . This item will include a description of plant communities encountered along each transect and will provide a list of each species identified along the transects , grouped by plant community type . • A rain gauge map ; and , • Information regarding the installation of the monitoring wells , including a well completion report, latitude/ longitude coordinates of the well , well location on a map , and a brief site description . Annual monitoring reports (two ) will be submitted on or before March 31 of each respective ill provide identical data to that required in the baseline report and will year. These reports w also , include a summary of monitoring efforts , a discussion that compares current and historical monitoring data, graphs that illustrate/summarize rainfall , pumping volume , and other monitoring data ( including elevations of the wetland/upland interface ) . Finally , the annual reports will provide a brief discussion on data trends observed . BUDGET ESTIMATE A budget estimate for the scope of work outlined in Phase 1 through 3 of this proposal is summarized in the following table , and a detailed budget estimate is provided as Attachment 3 . The budget estimate does not include permit fees that will be required at the time the ERP application is submitted to SJRWMD . Phase 1 — General Consulting/Meeting Support/ Project Management $22 , 932 Phase 2 — Site Preparation $ 36 , 943 Phase 3 — Monitoring and Reporting $ 141 , 968 TOTAL $201 , 843 Geosyntec will not exceed the cost estimate without prior approval and written authorization from SWDD . NCP2009/XL09084/JL90075 . doc I M lcllhi lE I u;! ' Himanshu Mehta P . E . 23 March 2009 Page 7 Task 3 . 3 . Baseline and Annual Monitoring Reports The baseline wetland monitoring report will be submitted to the SJRWMD on or before January 13 , 2010 . This report will include the following : • A diagram of the elevations , plant communities , and hydric soils located along each transect ; • A summary of the soils data collected ; • A summary of the vegetation data collected . This item will include a description of plant communities encountered along each transect and will provide a list of each species identified along the transects , grouped by plant community type . • A rain gauge map ; and , • Information regarding the installation of the monitoring wells , including a well completion report, latitude/ longitude coordinates of the well , well location on a map , and a brief site description . Annual monitoring reports (two ) will be submitted on or before March 31 of each respective ill provide identical data to that required in the baseline report and will year. These reports w also , include a summary of monitoring efforts , a discussion that compares current and historical monitoring data, graphs that illustrate/summarize rainfall , pumping volume , and other monitoring data ( including elevations of the wetland/upland interface ) . Finally , the annual reports will provide a brief discussion on data trends observed . BUDGET ESTIMATE A budget estimate for the scope of work outlined in Phase 1 through 3 of this proposal is summarized in the following table , and a detailed budget estimate is provided as Attachment 3 . The budget estimate does not include permit fees that will be required at the time the ERP application is submitted to SJRWMD . Phase 1 — General Consulting/Meeting Support/ Project Management $22 , 932 Phase 2 — Site Preparation $ 36 , 943 Phase 3 — Monitoring and Reporting $ 141 , 968 TOTAL $201 , 843 Geosyntec will not exceed the cost estimate without prior approval and written authorization from SWDD . NCP2009/XL09084/JL90075 . doc I M lcllhi lE I u;! ' Himanshu Mehta P . E . 23 March 2009 Page 8 SCHEDULE This project covers a period of two years of dewatering and includes the preparation and submittal to SJRWMD a baseline and two annual reports . CLOSURE Geosyntec appreciates this opportunity to offer our services . If this proposal is acceptable , please indicate your agreement by signing the attached work authorization , which references this proposal . Please return one signed work authorization to Dr . Badu - Tweneboah ' s attention . Please call the undersigned with questions you may have as you review this proposal . Sincerely , Tanhum Goldshmid , Ph . D . , Senior Consultant C ~ Kwasi Badu - Tweneboah , Ph . D . , P . E . Associate Attachments NCP2009/X1 .09084/JL90075 -doc � Rru • nti , t � � . . . . _ Himanshu Mehta P . E . 23 March 2009 Page 8 SCHEDULE This project covers a period of two years of dewatering and includes the preparation and submittal to SJRWMD a baseline and two annual reports . CLOSURE Geosyntec appreciates this opportunity to offer our services . If this proposal is acceptable , please indicate your agreement by signing the attached work authorization , which references this proposal . Please return one signed work authorization to Dr . Badu - Tweneboah ' s attention . Please call the undersigned with questions you may have as you review this proposal . Sincerely , Tanhum Goldshmid , Ph . D . , Senior Consultant C ~ Kwasi Badu - Tweneboah , Ph . D . , P . E . Associate Attachments NCP2009/X1 .09084/JL90075 -doc � Rru • nti , t � � . . . . _ saomNas gmii a I ZIP HWHDVIIV saomNas gmii a I ZIP HWHDVIIV A . M . ENGINEERING AND TESTING , INC . 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924-3575 OFFICE - (772) 924-3580 FAX March 20 , 2009 Geosyntec Attention : Mr. Tanhum Goldshmid 1507 20` ' Street, Suite 201 Vero Beach , Florida 32960 Re : Proposal for Construction of Monitor Wells SWDD Borrow Pit, 1325 74th Avenue SW, Vero Beach , Florida Ladies and Gentlemen : Per our discussions , A . M . Engineering and Testing , Inc . is pleased to submit this proposal to construct monitor wells at the referenced project . We understand that up to 4 wells will be needed with maximum depths of 20 feet . Our licensed well driller would obtain the Indian River County well permits and submit the well completion reports to the applicable agencies . The wells would be constructed and developed per the project specifications . The following describes a typical well construction and the prices below would apply to that construction or minor modifications . • Hollow- stem auger method • Outside diameter of borehole : 6 - inches • Well casing and screen : 2 - inch schedule 40 PVC with l0 -slot screened section — length of screened section to be specified Screened section annular space will be filled with 20- 30 silica sand . • Annular space above casing will be filled with neat cement grout . • Well would be developed by pumping until water is clear. • Well will be finished with 4 - inch diameter aluminum protective casing or schedule 80 steel pipe imbedded into the grout approximately 2 feet below ground surface and extending approximately 3 feet above ground surface and will have a locking aluminum cap . Mobilization/demobilization for project Includes initial site visit, time to obtain permits , and pick up and deliver supplies and equipment to the site . Lump Sum $400 Per Well Price Permit fee 75 Equipment and Labor to Construct and Develop Well 11200 Total per well $ 1 , 275 A . M . ENGINEERING AND TESTING , INC . 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924-3575 OFFICE - (772) 924-3580 FAX March 20 , 2009 Geosyntec Attention : Mr. Tanhum Goldshmid 1507 20` ' Street, Suite 201 Vero Beach , Florida 32960 Re : Proposal for Construction of Monitor Wells SWDD Borrow Pit, 1325 74th Avenue SW, Vero Beach , Florida Ladies and Gentlemen : Per our discussions , A . M . Engineering and Testing , Inc . is pleased to submit this proposal to construct monitor wells at the referenced project . We understand that up to 4 wells will be needed with maximum depths of 20 feet . Our licensed well driller would obtain the Indian River County well permits and submit the well completion reports to the applicable agencies . The wells would be constructed and developed per the project specifications . The following describes a typical well construction and the prices below would apply to that construction or minor modifications . • Hollow- stem auger method • Outside diameter of borehole : 6 - inches • Well casing and screen : 2 - inch schedule 40 PVC with l0 -slot screened section — length of screened section to be specified Screened section annular space will be filled with 20- 30 silica sand . • Annular space above casing will be filled with neat cement grout . • Well would be developed by pumping until water is clear. • Well will be finished with 4 - inch diameter aluminum protective casing or schedule 80 steel pipe imbedded into the grout approximately 2 feet below ground surface and extending approximately 3 feet above ground surface and will have a locking aluminum cap . Mobilization/demobilization for project Includes initial site visit, time to obtain permits , and pick up and deliver supplies and equipment to the site . Lump Sum $400 Per Well Price Permit fee 75 Equipment and Labor to Construct and Develop Well 11200 Total per well $ 1 , 275 A . M . ENGINEERING AND TESTING , INC . Proposal for Monitor Well Installation SWDD Borrow Pit , Indian River County, Florida A . M . Engineering and Testing, Inc . has appreciated the opportunity to submit this proposal . Contractual and payment details can be discussed and finalized at your convenience . If you have any questions , please call David Alker at 772 -924 - 3575 . Respectfull mitted , A . Me E GI E RING D ESTING, INC . David Alker, Principal / Project Coordinator VServer-anie 'eanpany� IPROPOSALS� tiionuor {tiel&Geosypnfec- SH'DD BorrOW Pirdoc 2 A . M . ENGINEERING AND TESTING , INC . Proposal for Monitor Well Installation SWDD Borrow Pit , Indian River County, Florida A . M . Engineering and Testing, Inc . has appreciated the opportunity to submit this proposal . Contractual and payment details can be discussed and finalized at your convenience . If you have any questions , please call David Alker at 772 -924 - 3575 . Respectfull mitted , A . Me E GI E RING D ESTING, INC . David Alker, Principal / Project Coordinator VServer-anie 'eanpany� IPROPOSALS� tiionuor {tiel&Geosypnfec- SH'DD BorrOW Pirdoc 2 S901AWHS DXIAJA VIS Z ZNIWHDVII d S901AWHS DXIAJA VIS Z ZNIWHDVII d CARTER ASSOCIATES , INC . Consulting Engineers & Surveyors 1708 21s' Street Vero Beach , FL 32960 772-5624191 772- 562-7180 Fax * * * PLEASE DO NOT TYPE IN ANY HIGHLIGHTED SPACE ** * CLIENT: JOB NO . : Geosyntec Consultants 09- 205s Ref 08401s BILLING ADDRESS : PHONE # 772 - 564- 8717 1507 20th Steet FAX # Suite 201 CELL # 772- 559- 8359 Vero Beach , Florida 32960 DATE ORDERED : 03-20- 09 EST, COMPLETION DATE Pending Scheduling ORDERED BY: TAKEN BY: EST. COST: Tanhum Goldshmid Roger A . Hagler , P . L . S . $61650 . 00 JOB LOCATION ( Lot, Block, S/D/Sec-Twp-Rng) : Sec 25 , Tvvp 33 So , Rng 38 E PROPERTY STREET ADDRESS : 1325 74TH AV SW VERO BEACH , FL 32968 SERVICES TO BE PERFORMED : SWDD EXPANSION ENVIRONMENTAL PERMITTING SERVICES 1 . Onsite pre-work meeting $ 300 . 00 2 . Establish three primary project benchmarks on NAVD ( 1988) $ 750 . 00 3 . Stake locations of piezometers for well construction $800 . 00 4 . Establish elevations on constructed well caps for monitoring purposes $800 . 00 5 . Meet with environmental consultant prior to baseline monitoring deadline , field locate 4 wetland transects in accordance with specifications of SJRWMD Permit and provide cross-section profile mapping of environmental consultant identified transects . $ 12000 . 00 6 . Construct and set 3 staff gauges $ 1 , 000 . 00 7 . Revisit wetland transects at 2 additional annual events , field locate and provide cross- section profile mapping . $2 , 000 . 00 NOTE : All services quoted on a one time performance only . Any additional work , if any will be performed per the attached Hourly Rate Schedule COST OF PROFESSIONAL SERVICES : G@OSvnteC hereby agrees to pay 6 , 650 . 00 for the above-stated professional services within 30 days of the date of the invoice , in addition to interest of 1 . 5 % per month ( 18 % per year) on any balance unpaid after 30 days and any costs of collection including , but not limited to , lien costs , court costs or attorneys ' fees involved in or arising out of the collection of any unpaid or past due balances . Signature : Date : Printed Name : Title : ESTIMATED COMPLETION DATE FROM DATE OF AUTHORIZATION/SIGNATURE 11 , APROPOSALSQOWXL09084 ( IRC Borrow Pond Monitoring )ASurveyor proposal . doc I OF 2 CARTER ASSOCIATES , INC . Consulting Engineers & Surveyors 1708 21s' Street Vero Beach , FL 32960 772-5624191 772- 562-7180 Fax * * * PLEASE DO NOT TYPE IN ANY HIGHLIGHTED SPACE ** * CLIENT: JOB NO . : Geosyntec Consultants 09- 205s Ref 08401s BILLING ADDRESS : PHONE # 772 - 564- 8717 1507 20th Steet FAX # Suite 201 CELL # 772- 559- 8359 Vero Beach , Florida 32960 DATE ORDERED : 03-20- 09 EST, COMPLETION DATE Pending Scheduling ORDERED BY: TAKEN BY: EST. COST: Tanhum Goldshmid Roger A . Hagler , P . L . S . $61650 . 00 JOB LOCATION ( Lot, Block, S/D/Sec-Twp-Rng) : Sec 25 , Tvvp 33 So , Rng 38 E PROPERTY STREET ADDRESS : 1325 74TH AV SW VERO BEACH , FL 32968 SERVICES TO BE PERFORMED : SWDD EXPANSION ENVIRONMENTAL PERMITTING SERVICES 1 . Onsite pre-work meeting $ 300 . 00 2 . Establish three primary project benchmarks on NAVD ( 1988) $ 750 . 00 3 . Stake locations of piezometers for well construction $800 . 00 4 . Establish elevations on constructed well caps for monitoring purposes $800 . 00 5 . Meet with environmental consultant prior to baseline monitoring deadline , field locate 4 wetland transects in accordance with specifications of SJRWMD Permit and provide cross-section profile mapping of environmental consultant identified transects . $ 12000 . 00 6 . Construct and set 3 staff gauges $ 1 , 000 . 00 7 . Revisit wetland transects at 2 additional annual events , field locate and provide cross- section profile mapping . $2 , 000 . 00 NOTE : All services quoted on a one time performance only . Any additional work , if any will be performed per the attached Hourly Rate Schedule COST OF PROFESSIONAL SERVICES : G@OSvnteC hereby agrees to pay 6 , 650 . 00 for the above-stated professional services within 30 days of the date of the invoice , in addition to interest of 1 . 5 % per month ( 18 % per year) on any balance unpaid after 30 days and any costs of collection including , but not limited to , lien costs , court costs or attorneys ' fees involved in or arising out of the collection of any unpaid or past due balances . Signature : Date : Printed Name : Title : ESTIMATED COMPLETION DATE FROM DATE OF AUTHORIZATION/SIGNATURE 11 , APROPOSALSQOWXL09084 ( IRC Borrow Pond Monitoring )ASurveyor proposal . doc I OF 2 CARTER ASSOCIATES , INC . FEBRUARY 2009 RATE SCHEDULE Engineer I ( Registered - Principal ) $ 150 . 00/hr Engineer ( Registered - Senior Consultant) $ 140 . 00/hr . Engineer I ( Registered ) $ 140 . 00/hr . Engineer 11 ( Registered) $ 125 . 00/hr. Engineer III - FIT $ 100 . 00/hr. Engineer Technician ( Senior) $ 105 . 00/hr. Engineer Technician $ 85 . 00/hr . Surveyor I ( Registered - Principal ) $ 150 . 00/hr . Surveyor ( Registered - Senior Consultant) $ 140 . 00/hr . Surveyor 11 ( Registered ) $ 125 . 00/hr . Surveyor III ( Registered ) $ 100 . 00/hr . Survey Crew (4 Men) $ 143 . 00/hr . Survey Crew (3 Men) $ 130 . 00/hr . Survey Crew (2 Men) $ 120 . 00/hr . GPS RTK Survey Crew (3 Men) $ 150 . 00/hr . GPS RTK Survey Crew ( 2 Men ) $ 135 . 00/hr . CADD Technician I $ 80 . 00/hr . CADD Technician II $ 70 . 00/hr . Secretary/ Word Processor $ 45 . 00/hr . Inspector $ 62 . 00/hr. Recording and Permit Fees Cost + 10 % Materials Cost Mileage $ 0 . 505 /mile Sub-consultants Cost + 10% Reimbursable Expenses : Postage , Long Distance Calls , Federal Express , etc . Cost These fees shall be renegotiated on an annual basis . P \PRO POSA LS\2 009AL09084 ( IRC Borrow Pond Monitoring )ASurveyor proposal . doc 2 OF 2 CARTER ASSOCIATES , INC . FEBRUARY 2009 RATE SCHEDULE Engineer I ( Registered - Principal ) $ 150 . 00/hr Engineer ( Registered - Senior Consultant) $ 140 . 00/hr . Engineer I ( Registered ) $ 140 . 00/hr . Engineer 11 ( Registered) $ 125 . 00/hr. Engineer III - FIT $ 100 . 00/hr. Engineer Technician ( Senior) $ 105 . 00/hr. Engineer Technician $ 85 . 00/hr . Surveyor I ( Registered - Principal ) $ 150 . 00/hr . Surveyor ( Registered - Senior Consultant) $ 140 . 00/hr . Surveyor 11 ( Registered ) $ 125 . 00/hr . Surveyor III ( Registered ) $ 100 . 00/hr . Survey Crew (4 Men) $ 143 . 00/hr . Survey Crew (3 Men) $ 130 . 00/hr . Survey Crew (2 Men) $ 120 . 00/hr . GPS RTK Survey Crew (3 Men) $ 150 . 00/hr . GPS RTK Survey Crew ( 2 Men ) $ 135 . 00/hr . CADD Technician I $ 80 . 00/hr . CADD Technician II $ 70 . 00/hr . Secretary/ Word Processor $ 45 . 00/hr . Inspector $ 62 . 00/hr. Recording and Permit Fees Cost + 10 % Materials Cost Mileage $ 0 . 505 /mile Sub-consultants Cost + 10% Reimbursable Expenses : Postage , Long Distance Calls , Federal Express , etc . Cost These fees shall be renegotiated on an annual basis . P \PRO POSA LS\2 009AL09084 ( IRC Borrow Pond Monitoring )ASurveyor proposal . doc 2 OF 2 ATTACHMENT 3 BUDGET ESTIMATE ATTACHMENT 3 BUDGET ESTIMATE Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 01 : PROJECT MANAGEMENT/MEETINGS ITEM BASIS RATE QUANTITY ESTIMATED COST A. Professional Services a . Principal Hr $ 199 . 02 4 $796 b . Associate Hr $ 188 . 49 14 $2 , 639 c . Senior Project Engineer Hr $ 165 . 86 72 $ 11 , 942 d . Project Engineer Hr $ 131 . 33 0 $ 0 e . Engineer Hr $ 114 . 41 0 $0 f. Senior Staff Engineer Hr 1 $ 101 . 871 0 $ 0 g . Staff Engineer Hr $ 85 . 68 0 $0 Subtotal Professional Services $ 159377 B. Technical/Administrative Services a . Designer Hr $ 121 . 43 32 $ 3 , 886 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 c . Technical/Administrative Assistant Hr $82 . 78 32 $2 , 649 d . Technical Word Processor Hr $84 . 50 0 $0 e . Clerical Hr $ 50 . 82 0 $0 Subtotal Technical/Administrative Servicesl $6 , 535 C . Reimbursables a . Lodging Day $ 100 0 $0 b . Per Diem " Day $21 1 $21 c . Communications Fee 3% Labor 0 . 03 $21 , 912 $657 d . CADD Computer System Hr $ 15 8 $ 120 e . Vehicle Rental and Fuel Day $ 150 1 $ 150 f. 8"x11 " Photocopies Each $0 . 12 600 $72 g . CADD Drawings Each $ 3 0 $0 Subtotal Reimbursables $ 1 ,020 TOTAL ESTIMATED BUDGET : PHASE 01 $22,93 * In compliance with Section 112 . 061 F . S . Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 01 : PROJECT MANAGEMENT/MEETINGS ITEM BASIS RATE QUANTITY ESTIMATED COST A. Professional Services a . Principal Hr $ 199 . 02 4 $796 b . Associate Hr $ 188 . 49 14 $2 , 639 c . Senior Project Engineer Hr $ 165 . 86 72 $ 11 , 942 d . Project Engineer Hr $ 131 . 33 0 $ 0 e . Engineer Hr $ 114 . 41 0 $0 f. Senior Staff Engineer Hr 1 $ 101 . 871 0 $ 0 g . Staff Engineer Hr $ 85 . 68 0 $0 Subtotal Professional Services $ 159377 B. Technical/Administrative Services a . Designer Hr $ 121 . 43 32 $ 3 , 886 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 c . Technical/Administrative Assistant Hr $82 . 78 32 $2 , 649 d . Technical Word Processor Hr $84 . 50 0 $0 e . Clerical Hr $ 50 . 82 0 $0 Subtotal Technical/Administrative Servicesl $6 , 535 C . Reimbursables a . Lodging Day $ 100 0 $0 b . Per Diem " Day $21 1 $21 c . Communications Fee 3% Labor 0 . 03 $21 , 912 $657 d . CADD Computer System Hr $ 15 8 $ 120 e . Vehicle Rental and Fuel Day $ 150 1 $ 150 f. 8"x11 " Photocopies Each $0 . 12 600 $72 g . CADD Drawings Each $ 3 0 $0 Subtotal Reimbursables $ 1 ,020 TOTAL ESTIMATED BUDGET : PHASE 01 $22,93 * In compliance with Section 112 . 061 F . S . Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 02 : SITE PREPARATION ITEM BASIS RATE QUANTITY ESTIMATEDCOST A. Professional Services a . Principal Hr $ 199 . 02 0 $0 b . Associate Hr $ 188 . 49 12 $2 , 262 c . Senior Project Engineer Hr $ 165 . 86 60 $ 9 , 952 d . Project Engineer Hr $ 131 . 33 28 $ 3 , 677 e . Engineer Hr $ 114 . 41 1 0 $0 f. Senior Staff Engineer Hr $ 101 , 871 12 $ 1 , 222 g . Staff Engineer Hr $85 . 68 0 $0 Subtotal Professional Services $ 17 , 113 B . Technical/Administrative Services a . Designer Hr $ 121 . 43 40 $4 , 857 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 c . Technical/Administrative Assistant Hr $ 82 . 78 20 $ 1 , 656 d . Technical Word Processor Hr $84 . 50 0 $0 e . Clerical Hr $ 50 . 82 1 0 $ 0 Subtotal Technical/Administrative Servicesi $6 , 513 C . Reimbursables a . Lodging Day $ 100 0 $0 b . Per Diem * Day $21 6 $ 126 c . Communications Fee 3% Labor 0 . 03 $23 , 626 $709 d . CADD Computer System Hr $ 15 4 $60 e . Vehicle Rental and Fuel Day $ 150 3 $450 f. 8"x11 " Photocopies Each $0 . 12 100 $ 12 g . CADD Drawings Each $ 3 0 $0 Field Supplies $ 110 Subtotal Reimbursables $ 1 ,467 Surveyor $6 , 650 Well Installer $5 , 200 Subtotal Subcontractors $ 119850 TOTAL ESTIMATED BUDGET : PHASE 02 $369943 * In compliance with Section 112 . 061 F . S . Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 02 : SITE PREPARATION ITEM BASIS RATE QUANTITY ESTIMATEDCOST A. Professional Services a . Principal Hr $ 199 . 02 0 $0 b . Associate Hr $ 188 . 49 12 $2 , 262 c . Senior Project Engineer Hr $ 165 . 86 60 $ 9 , 952 d . Project Engineer Hr $ 131 . 33 28 $ 3 , 677 e . Engineer Hr $ 114 . 41 1 0 $0 f. Senior Staff Engineer Hr $ 101 , 871 12 $ 1 , 222 g . Staff Engineer Hr $85 . 68 0 $0 Subtotal Professional Services $ 17 , 113 B . Technical/Administrative Services a . Designer Hr $ 121 . 43 40 $4 , 857 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 c . Technical/Administrative Assistant Hr $ 82 . 78 20 $ 1 , 656 d . Technical Word Processor Hr $84 . 50 0 $0 e . Clerical Hr $ 50 . 82 1 0 $ 0 Subtotal Technical/Administrative Servicesi $6 , 513 C . Reimbursables a . Lodging Day $ 100 0 $0 b . Per Diem * Day $21 6 $ 126 c . Communications Fee 3% Labor 0 . 03 $23 , 626 $709 d . CADD Computer System Hr $ 15 4 $60 e . Vehicle Rental and Fuel Day $ 150 3 $450 f. 8"x11 " Photocopies Each $0 . 12 100 $ 12 g . CADD Drawings Each $ 3 0 $0 Field Supplies $ 110 Subtotal Reimbursables $ 1 ,467 Surveyor $6 , 650 Well Installer $5 , 200 Subtotal Subcontractors $ 119850 TOTAL ESTIMATED BUDGET : PHASE 02 $369943 * In compliance with Section 112 . 061 F . S . Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 03 : SITE PREPARATION ESTIMATED ITEM BASIS RATE QUANTITY COST A . Professional Services a . Principal Hr $ 199 . 02 18 $3 , 582 . 36 b . Associate Hr $ 188 . 49 36 $6 , 785 . 64 c . Senior Project Engineer Hr $ 165 . 86 422 $69 , 992 . 92 d . Project Engineer Hr $ 131 . 33 192 $25 , 215 . 36 e . Engineer Hr $ 114 . 41 J 00 $ 11 , 441 . 00 f. Senior Staff Engineer Hr $ 101 . 87 0 $0 . 00 g . Staff Engineer Hr $ 85 . 68 0 $0 . 00 Subtotal Professional Services $ 1179017 . 28 B. Technical/Administrative Services a . Designer Hr $ 121 . 43 96 $ 11 , 657 . 28 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 . 00 C , Technical/Administrative Assistant Hr $82 . 78 96 $7 , 946 . 88 d . Technical Word Processor Hr $84 . 50 0 $0 . 00 e . Clerical Hr $ 50 . 82 0 $0 . 00 Subtotal Technical/Administrative Services $ 19 ,604. 16 EC . Rerimbursables a . Lodging Day $ 100 6 $600 . 00 b . Per Diem ' Day $21 6 $ 126 . 00 c . Communications Fee 3% Labor 0 . 03 $ 136 , 621 $4 , 099 d . CADD Computer System Hr $ 15 4 $60 . 00 e . Vehicle Rental and Fuel Day $ 150 3 $450 . 00 f. 8"x11 " Photocopies Each $ 0 . 12 100 $ 12 . 00 g . CADD Drawings Each $ 3 0 $0 . 00 $ 110 . 00 Field Supplies Subtotal Reimbursables $ 52346 . 64 TOTAL ESTIMATED BUDGET : PHASE 03 $1411968 In compliance with Section 112 . 061 F . S . Table 1 BUDGET ESTIMATE BORROW AREA DEWATERING = CUP COMPLIANCE TECHNICAL SUPPORT SERVICES CLASS I LANDFILL AND C& D DEBRIS DISPOSAL FACILITY INDIAN RIVER COUNTY , FLORIDA PHASE 03 : SITE PREPARATION ESTIMATED ITEM BASIS RATE QUANTITY COST A . Professional Services a . Principal Hr $ 199 . 02 18 $3 , 582 . 36 b . Associate Hr $ 188 . 49 36 $6 , 785 . 64 c . Senior Project Engineer Hr $ 165 . 86 422 $69 , 992 . 92 d . Project Engineer Hr $ 131 . 33 192 $25 , 215 . 36 e . Engineer Hr $ 114 . 41 J 00 $ 11 , 441 . 00 f. Senior Staff Engineer Hr $ 101 . 87 0 $0 . 00 g . Staff Engineer Hr $ 85 . 68 0 $0 . 00 Subtotal Professional Services $ 1179017 . 28 B. Technical/Administrative Services a . Designer Hr $ 121 . 43 96 $ 11 , 657 . 28 b . Sr. Drafter/Sr. CADD Operator Hr $ 119 . 10 0 $0 . 00 C , Technical/Administrative Assistant Hr $82 . 78 96 $7 , 946 . 88 d . Technical Word Processor Hr $84 . 50 0 $0 . 00 e . Clerical Hr $ 50 . 82 0 $0 . 00 Subtotal Technical/Administrative Services $ 19 ,604. 16 EC . Rerimbursables a . Lodging Day $ 100 6 $600 . 00 b . Per Diem ' Day $21 6 $ 126 . 00 c . Communications Fee 3% Labor 0 . 03 $ 136 , 621 $4 , 099 d . CADD Computer System Hr $ 15 4 $60 . 00 e . Vehicle Rental and Fuel Day $ 150 3 $450 . 00 f. 8"x11 " Photocopies Each $ 0 . 12 100 $ 12 . 00 g . CADD Drawings Each $ 3 0 $0 . 00 $ 110 . 00 Field Supplies Subtotal Reimbursables $ 52346 . 64 TOTAL ESTIMATED BUDGET : PHASE 03 $1411968 In compliance with Section 112 . 061 F . S . MEN `�D y epi AMENDMENT NUMBER 2 TO WORK ORDER NUMBER 09 0 I 0 This Amendment 2 to Work Order Number 09 is entered into as of this 14JLh day of 2009 ( " Effective Date" ) pursuant to that certain Continuing Contract Agreement for Professional Services entered into as of 10 August , 2004 , and amended effective July 24 , 2007 ( as so amended , the "Agreement" ) , by and between Indian River County Solid Waste Disposal District , a dependent special district of Indian River County , Florida , ( " District" ) and Geosyntec , Inc . ( " Consultant" ) . I The District has selected the Consultant to perform the professional services set forth in existing Work Order Number 09 , Effective Date July 24 2007 2 - The District and the Consultant desire to amend this Work Order as set forth on Exhibit 1 attached to this Amendment and made part hereof by this reference , The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 1 and within the timeframe more particularly set forth in Exhibit 1 , all accordance with the terms and provisions set forth in the Agreement . 3 From and after the Effective Date of this Amendment , the above - referenced Work Order is amended as set forth in this Amendment . Pursuant to paragraph 1 . 4 of ork th the the Agre nt ent , nothing contained in any and the terms of the Agreement ll f the t shall incorporated be deemed to be rder shall conflict lterms n Agreement and ieach individual Work Order as if fully set forth herein . IN WITNESS WHEREOF , the parties hereto have executed this Amendment to Work Order as of the date first written above . CONSULTANT : INDIAN RIVER COUNTY SOLID GEOSYNTEC CONSULTANTS , INC . WASTE DISPOSAL DISTRICT By . Wesley S . Davis , Chairman Thomas A . Peel , Ph . D . Title : Vice President Attest J . K . Barton , Cleric of Court i Deputy Clerk proved : ` � /LI eph A . air unty Administrator pproved as to form and legal sufficiency : j Madan E . Fel Assistant omey SmeadSoft Reprint Date: Monday, April 30, 2012 - 11 : 30 : 33 - DfficialDocuments:8454, Attachment Id 1, Page 1