Item 07 Approval for Pioneer Key Regional Pond Design and Permitting
,.. enter of GoocIl. .
't>e '-' Il'h,_
~1Qr
AGENDA ITEM COVER SHEET
Meeting Date: August 16, 2005
Item # 7
Contact Name:
Contact Number:
Bob Zaitooni
6002
Reviewed By:
Department Director:
City Manager:
-~~
/ .of
Subject: Pioneer Key Regional Pond Design & Permitting
Background Summary:
As a part of the "Pioneer Key Regional Stormwater" project, City has received $850,000 grant from State Department
of Environmental Protection (FDEP) to design and construct a regional pond/educational park and $400,000 from
Orange County Community Block Grant (CBDG) for paving and drainage and conveyance system for Pioneer Keys 1.
These grants are time sensitive and in order to meet the grant time lines, it is necessary to authorize the design and
permitting phase of the project in the current fiscal year. Fiscal Year 05-06 Professional Engineering Consultants
(PEe) who were instrumental in obtaining the grants have submitted a proposal for the design and permitting of the
project. Staff recommends that City award the design and permitting of the project to PEC for $178,071.00.
Issue:
A ward design & permitting to PEC for $178,071.00.
Recommendations
Consider and approve award of the design & permitting contract to PEC for $178,071.00.
Attachments:
2 copies of the Work Order.
Financial Impact:
FDEP $850,000 grant includes $15,000 allocation for design. Staff estimates that an additional $20,000 allocation is
needed for the remainder of this fiscal year to be funded from Stormwater R & R funds. FY 05-06 includes $250,000
for the various phases of this project to cover the remainder of the needed budget.
Type of Item:
o Public Hearing
o Ordinance First Reading
o Ordinance First Reading
o Resolution
o Commission Approval
o Discussion & Direction
For Clerk's Deot Use:
[8J Consent Agenda
o Public Hearing
o Regular Agenda
~ Original Document/Contract Attached for Execution by City Clerk
D Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
-
it' F (,-l" f ~1J ')
[8J N/A
o N/A
o N/A
City Manae'er
Robert Frank
~e c.enter of Good llll
~
Commissioners
Danny Howell. District 1
Scott Anderson. District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
Mayor
S. Scott Vandergrift
STAFF REPORT
TO:
The Honorable Mavor and City Commissioners
FROM:
Bob Zaitooni, Director of Public Works
DATE:
August 5, 2005
RE:
Pioneer Key Regional Pond Design & Permitting
ISSUE
Should the Honorable Mayor and City Commission approve award of the design & permitting work order for
the Pioneer Key Regional Stormwater to PEC for $178,071.00?
BACKGROUND/DISCUSSION
Staff first introduced the "Pioneer Key Regional Stormwater Plan" to City Commission in October of 2004.
As a part ofthe "Pioneer Key Regional Stormwater Plan" project, City has received $850,000 grant from State
Department of Environmental Protection (FDEP) to design and construct a regional pond/educational park and
$400,000 from Orange County Community Block Grant (CBDG) for paving and drainage and conveyance
system for Pioneer Keys I. These grants are time sensitive and in order to meet the grant timelines, it is
necessary to authorize the design and permitting phase of the project in the current fiscal year. Fiscal Year 05-
06 Professional Engineering Consultants (PEC) who were instrumental in obtaining the grants have submitted a
proposal for the design and permitting of the project. Staff recommends that City award the design and
permitting of the project to PEC for $178,071.00.
FDEP $850,000 grant includes $15,000 allocation for design. Staff estimates that an additional $20,000
allocation is needed for the remainder of this fiscal year to be funded from Stormwater R & R funds. FY 05-06
includes $250,000 for this project to cover the remainder of the needed budget. -
RECOMMENDATION
Staff respectfully requests that the Honorable Mayor and City Commission to (1) approve the award of the work
order to PEC for $178,071.00, and (2) authorize Mayor and City Clerk to execute the work order to PEC.
PK Regional Pond Funding
Project Title Budget Expenditure
FY 04-05 FY 05-06 FY 06-07 Totals FY 04-05 FY 05-06 FY 06-07 Totals
Regional Pond 850 50 900 15 885 900
PK I PavinglDrainage 25 400 425 25 400 425
50 50 50 50
PK II Paving/Drainage 60 400 460 60 400 460
Conveyance System 90 460 550 90 460 550
Totals 875 650 860 2385 40 1485 860 2385
850 = DEP Grant
400 = CSDG Grant
f:C
PROFESSIONAL ENGINEERING CONSUL TANTS, INC.
August 3,2005
P-4128
Mr. Robert Zaitooni, P.E.
Public Works Director
City of Ocoee
301 Maguire Road
Ocoee, Florida 34761
Re: Pioneer Key Regional Drainage Improvements
,/ Phase 1- Regional Stormwater Pond
,/ Phase II - Pioneer Key I Drainage Improvements
,/ Phase III - Pioneer Key I and II Pavement Improvements
Contract No. 0404
Dear Robert:
Per your request, please find enclosed four (4) revised copies of the following
documents for your review and approval associated with the above-referenced
projects:
· Exhibit "A" (Scope of Work);
· Exhibit "8" (Manhour and Fee Estimate);
· Exhibit "C" (Estimate of Indirect Expenses); and
· Exhibit "0" (Subconsultant Supporting Documentation).
Please note that the enclosed Fee Proposal is for Phase I and II services. We will
submit a Fee Proposal for the surveying and engineering associated with Phase III
immediately upon completion of the Geotechnical Assessment of the pavement within
both Mobile Home Parks. Until the subsurface investigation is complete, it is
impossible to determine the extent of the required reconstruction within the 1.62 miles
of right-of-way.
We sincerely appreciate the opportunity to provide our services on this assignment and
look forward to our continuinq our working relationship with you and other City staff
members on this project. If you have any questions or need any additional information,
please contact me directly at 407-422-8062, extension 194, or bye-mail at
dwh@peconline.com.
engineers
planners
surveyors
"Engineering Our Community"
200 East Robinson Str'eet. Suite 1560. Orlando, Florida 32801 · 407/422-8062. FAX 407/849-9401
Mr. Robert Zaitooni, P.E.
August 3, 2005
Page 2
P-4128
Sincerely,
David stra, P.E.
e' . all Stormwater Department Manager
DWH/kh
K:\LD\PRO\P-4128.1tr.wpd
Enclosures
cc: Buddy Elmore, City of Ocoee
Jim Petersen, Southeastern Surveying
Devo Seereeram, Devo Engineering
D.J. Silverberg, Lotspeich and Associates, Inc.
Mike Bruegger, PEC
Steve Medeiros, PEC
Pioneer Key Regional
Drainage Improvements
EXHIBIT "A"
Scope of Services
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
INTRODUCTION:
The City of Ocoee has requested a scope of work and fee proposal to design and implement drainage
improvements within the Pioneer Key study area (approximately 124 acres) consisting of Pioneer Key
I Mobile Home Park, Pioneer Key II Mobile Home Park, and City owned property that will serve as the
site for a regional stormwater pond. The Pioneer Key study area is located in Section 18 of Township
22 South and Range 28 East within the Northwest Ditch Drainage Basin. More specifically, Pioneer Key
I is located immediately north of Silver Star Road (State Road 438), west of Bluford Avenue, and east
ofOcoee-Apopka Road (County Road 437) while Pioneer Key II is located immediately south of Palm
Drive, east of State Road 429 (Western Expressway), and west ofOcoee-Apopka Road (refer to Figure
1).
Pioneer Key I has historically been plagued with chronic flooding, specifically the North Circle Key
Drive area. The drainage characteristics of this area have been significantly altered over time due to the
filling-in of the perimeter ditch system that previously surrounded Pioneer Key 1. Portions of Pioneer
Key I drained from the roadway cul-de-sacs towards this perimeter ditch, while other areas were
conveyed by the internal roadways to catch basins which collected and conveyed stormwater runoff via
storm sewer to the existing wetland system north of Pioneer Key 1. Due to the fact that these cul-de-sacs
can no longer discharge to the ditch, essentially no outfall exists until flood levels reach an elevation that
is great enough to cause overflow to the previously mentioned catch basins. However, these cul-de-sacs
. can never truly recover and therefore they experience substantial flooding during almost any rainfall
event. Additionally, the previously mentioned catch basins are inadequate because they lack the capacity
to both collect and convey stormwater runoff from the contributing drainage area. This results in
substantial flooding throughout the mobile home park, especially in the vicinity of the catch basins. In
addition, the prolonged flooding within the cul-de-sacs has caused significant pavement damage. In order
to provide adequate flood protection, the existing storm sewer collection system must be upgraded.
In an effort to alleviate the flooding conditions within Pioneer Key I, PEC recommends that the City
implement significant stormwater conveyance improvements. The original plan to improve the drainage
within Pioneer Key I was to convey the runoff to a wetland system north of the mobile home park.
However, the City has been unsuccessful in securing the easements necessary to implement the original
plan. The current plan consists of redirecting the runoff to a regional stormwater pond located directly
west of Pioneer Key I and placing additional catch basins within Pioneer Key I to direct stormwater
runoff to the regional stormwater pond. Once the runoff is collected within the mobile home park, it will
be piped directly west for approximately 1,000 feet (refer to Figure 1). This alignment will require
drainage easements, as well as an open cut across Ocoee-Apopka Road. It should be pointed out that
at this time the proposed improvements do not include an extensive secondary conveyance system within
Pioneer Key I (i.e., no additional inlets and storm sewer pipes within West Circle Key Drive, East Circle
Key Drive, Shell Key Court, or Siesta Key Court).
A-I
P-4I28.SCO
EXHIBIT "A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
The Pioneer Key II mobile home park has also experienced chronic flooding with depths reaching 3 - 4
feet at times. However, the City of Ocoee, in conjunction with Orange County, recently implemented
significant drainage improvements to drastically improve stormwater conveyance and lower flood stages.
The improvements, which were partially funded by the Community Development Block Grant (CDBG)
Program, were constructed during 2001.
In order to implement the recommended drainage conveyance improvements within Pioneer Key I, as
well as future conveyance improvements within the study area, a regional storm water pond will be
constructed first to provide pollution abatement volume and some level of attenuation volume. The
regional pond will be constructed on eight (8) acres currently owned by the City of Ocoee. The 8-acre
site formerly consisted of three (3) perc ponds / infiltration basins used for disposal of treated effluent.
In an effort to offset the $2.6 million capital costs to implement the various drainage improvements
within the study area, PEC, on behalf of the City ofOcoee, has pursued and secured the following grants:
· $850,000 from the Florida Department of Environmental Protection (FDEP) through the
Florida Forever Program; and
· $400,000 from Orange County through the Community Development Block Grant
(CDBG) Program.
OBJECTIVE:
The objective of this project is to provide engineering services for the design, preparation of construction
plans and project manuals, and acquisition of permits and easements in order to provide complete bid
documents to implement the various drainage improvements. The proj ect will be undertaken in three (3)
distinct phases:
· Phase I - Regional Stormwater Facility
· Phase II - Pioneer Key I Conveyance Improvements
· Phase III - Pioneer Key I and II Pavement and Underdrain Repairs.
Phase I will involve the preparation of construction plans and a project manual to construct the regional
storrnwater pond on the City's 8-acre parcel. Phase I will also involve a control structure, a diversion
structure in the Northwest Ditch in order to divert the runoff into the regional stormwater pond, parking
lots to accommodate a future trailhead, and coordination with the City of Ocoee to realign a portion of
Palm Drive.
A-2
P-4I28.SCO
EXHIBIT "A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
Phase II will also involve the preparation of construction plans and a project manual to construct the
conveyance improvements within Pioneer Key I, as well as the outfall pipe system from Pioneer Key I
to the regional stormwater pond. Phase II will require drainage easements and coordination with Orange
County to cross Ocoee-Apopka Road (County Road 437).
Phase III will involve the evaluation of the pavement and base within the Pioneer Key I and II mobile
home parks by the geotechnical subconsultant (Devo Engineering) in order to develop recommended
pavement and underdrain improvements within the 1.62 miles of rights-of-way.
PROFESSIONAL ENGINEERING SERVICES:
Phase I: Regional Stormwater Pond
Professional Engineering Consultants, Inc. (Consultant) shall provide the engineering serVices
enumerated below. Engineering services for Phase I shall include the following tasks:
1. Coordinate with the Survey Subconsultant (Southeastern Surveying) to prepare survey drawings
in support offinal design services. The survey drawings shall consist ofa boundary, location and
topographic survey for the proposed pond site. The Survey Subconsultant shall also survey the
Northwest Ditch adjacent to the pond to support the design of the diversion structure and the
control structure.
2. Conduct a field review to confirm the content and accuracy of the survey drawings as well as
establish the contributing basin area to the proposed regional stormwater pond.
3. Coordinate with the various utility entities in order to verify / confirm the location of existing
underground utilities in the vicinity of the proposed improvements.
4. Conduct a pre-application meeting with the SJR WMD to establish the design criteria, type of
permit and the permit application fee.
5. Coordinate with the Geotechnical Subconsultant (Devo Engineering) to establish the subsurface
conditions and the seasonal high water table elevations in the vicinity of the proposed pond (refer
to Exhibit "D"). In addition, the Consultant shall coordinate with the Environmental
Subconsultant (Lotspeich and Associates, Inc.) to establish the jurisdictional wetland limits
associated with the Northwest Ditch (refer to Exhibit "D").
A-3
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
6. Perform a hydrologic / hydraulic analysis in order to design the stormwater pond and control
structures. The Consultant shall utilize [CPR, Version 3 to flood route the runoffhydrographs
through the stormwater pond to establish flood stages and rates for the various design storm
events.
7. Prepare construction plans and a project manual to form a complete and single bid package ready
to award for construction. All design parameters, surveys and construction plans shall be
submitted in English Standard units. At a minimum, it is anticipated that the preparation of
construction drawings for the proposed drainage improvements will include the following eleven
(11) sheets:
· Title Sheet (Sheet 1)
. Overall Site Plan / Location Map (Sheet 2)
. General Notes and Summary of Quantities (Sheet 3)
. Site Plan of the Proposed Regional Stormwater Pond (Sheet 4)
. Cross-Sections of the Proposed Pond (Sheet 5)
. Diversion Structure and Control Structure Details (Sheet 6)
· Landscape Plan (Sheet 7)
· Irrigation Plan (Sheet 8)
· Sediment and Erosion Control Plan (Sheet 9)
· Miscellaneous Drainage Details (Sheets 10 and 11)
The Consultant shall also prepare a Project Manual to support the construction plans which will
be included in the final bid package. It is anticipated that the City of Ocoee shall prepare and
provide the "front-end" documents and general conditions.
8. Prepare probable construction costs for the proposed improvements. Statements of probable
construction costs and detailed cost estimates prepared by the Consultant represents his/her best
judgment as a design professional familiar with the construction industry. It is recognized,
however, that the Consultant has no control over the cost oflabor, materials, or equipment; over
the contractor's methods of determining bid prices; or over competitive bidding or market
conditions. Accordingly, the Consultant cannot and does not guarantee that bids will not vary
from any statement of probable construction cost or other estimates prepared by him/her.
9. Prepare and submit an Environmental Resource Permit (ERP) Application to the SJRWMD
(Altamonte Springs Service Center). The Consultant is also responsible for responding to all
reasonable "requests for additional information" (RAI) letters from the WMD in order to acquire
the necessary permits. The Consultant shall be responsible for addressing all technical issues but
will not be required to defend an administrative hearing without additional compensation.
A-4
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
1 O. Coordinate with the City of Ocoee and various property owners / developers regarding the
realignment of Palm Drive and the acquisition of additional land to expand the pond in order to
offset future development (assume three (3) meetings).
11. Submit an NPDES construction permit application (Storm Water Pollution Prevention Plan and
a Notice of Intent) to the Florida Department of Environmental Protection (FDEP).
12. Conduct five (5) status meetings with the City ofOcoee throughout the duration of the project. j
Phase II: Pioneer Key I Conveyance Improvements
Professional Engineering Consultants, Inc. (Consultant) shall provide the engineering services
enumerated below. Engineering services for Phase II shall include the following tasks:
1. Coordinate with the Survey Subconsultant (Southeastern Surveying) to prepare survey drawings
in support of final design services. The survey drawings shall consist ofa boundary, location and
topographic survey for the proposed drainage conveyance improvements. The Survey
Subconsultant shall also prepare drainage easement documents between Pioneer Key I and the
regional pond.
2. Conduct a field review to confirm the content and accuracy of the survey drawings as well as
establish the contributing basin area to the proposed conveyance improvements.
3. Coordinate with the various utility entities in order to verify / confirm the location of existing
underground utilities in the vicinity of the proposed improvements.
4. Conduct a pre-application meeting with the SJRWMD to establish the design criteria, type of
permit and the permit application fee.
5. Coordinate with the Geotechnical Subconsultant (Devo Engineering) to establish the subsurface
conditions along the alignment of the storm sewer pipes in order to establish recommendations
for trenching, pipe bedding and backfilling (refer to Exhibit "D").
6. Perform a hydrologic / hydraulic analysis in order to design the storm water conveyance systems.
The consultant shall utilize [CPR, Version 3 to flood route the runoff hydro graphs through the
storm sewer pipes to establish flood stages and rates for the various design storm events.
A-5
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
7. Prepare construction plans and a project manual to form a complete and single bid package ready
to award for construction. All design parameters, surveys and construction plans shall be
submitted in English Standard units. At a minimum, it is anticipated that the preparation of
construction drawings for the proposed drainage improvements will include the following
fourteen (14) sheets:
· Title Sheet (Sheet 1)
· Overall Site Plan / Location Map (Sheet 2)
· General Notes and Summary of Quantities (Sheet 3)
· Plan and Profile of the Proposed Conveyance Improvements (Sheets 4 and 5)
· Site Plan of the Proposed Pavement and Sewer Improvements (Sheets 6 and 7)
· Plan and Profile of the Proposed Outfall (Sheets 8 - 11)
· Sanitary Sewer Details (Sheet 12)
· Miscellaneous Drainage Details (Sheets 13 and 14)
The Consultant shall also prepare a Project Manual to support the construction plans which will
be included in the final bid package. It is anticipated that the City of Ocoee shall prepare and
provide the "front-end" documents and general conditions.
8. Prepare probable construction costs for the proposed improvements. Statements of probable
construction costs and detailed cost estimates prepared by the Consultant represents his/her best
judgment as a design professional familiar with the construction industry. It is recognized,
however, that the Consultant has no control over the cost oflabor, materials, or equipment; over
the contractor's methods of determining bid prices; or over competitive bidding or market
conditions. Accordingly, the Consultant cannot and does not guarantee that bids will not vary
from any statement of probable construction cost or other estimates prepared by himlher.
9. Prepare and submit an Environmental Resource Permit (ERP) Application to the SJRWMD
(Altamonte Springs Service Center). The Consultant is also responsible for responding to all
reasonable "requests for additional information" (RAI) letters from the WMD in order to acquire
the necessary permits. The Consultant shall be responsible for addressing all technical issues but
will not be required to defend an administrative hearing without additional compensation.
10. Coordinate with Orange County Public Works Department regarding the open road cut details and
maintenance of traffic issues associated with Ocoee-Apopka Road (County Road 437) (assume
two (2) meetings).
A-6
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
11. Submit an NPDES construction permit application (Storm Water Pollution Prevention Plan and
a Notice ofIntent) to the Florida Department of Environmental Protection (FDEP).
12. Conduct five (5) status meetings with the City ofOcoee throughout the duration of the project.
At the conclusion of Phase I and II, and upon approval of the Geotechnical engineering report, the
Consultant shall revise the following Phase III Scope of Services, if necessary, and prepare a fee
quotation proposalfor Phase III services.
Phase III: Pioneer Key I and II Pavement and Underdrain Repairs
Professional Engineering Consultants, Inc. (Consultant) shall provide the engineering services
enumerated below. Engineering services for Phase III shall include the following tasks:
1. Coordinate with the Survey Subconsultant (Southeastern Surveying) to prepare survey drawings
in support offinal design services. The survey drawings shall consist of a right-of-way, location
and topographic survey for the proposed roadway improvements.
2. Conduct a field review to confirm the content and accuracy of the survey drawings.
3. Coordinate with the various utility entities in order to verify / confirm the location of existing
underground utilities in the vicinity of the proposed roadway improvements.
4. Conduct a pre-application meeting with the SJRWMD to establish the design criteria, type of
permit and the permit application fee.
5. Coordinate with the Geotechnical Sub consultant (Devo Engineering) to establish the subsurface
conditions and the seasonal high water table elevations in order to assess the pavement and base
conditions and recommend underdrain improvements.
A-7
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
6. Prepare construction plans and a project manual to form a complete and single bid package ready
to award for construction. All design parameters, surveys and construction plans shall be
submitted in English Standard units. At a minimum, it is anticipated that the preparation of
construction drawings for the proposed drainage improvements will include the following twenty-
one (21) sheets:
· Title Sheet (Sheet 1)
· Overall Site Plan / Location Map (Sheet 2)
· General Notes and Summary of Quantities (Sheet 3)
· Plan and Profile of the Proposed Roadway Improvements (Sheets 4 - 19)
· Miscellaneous Drainage Details (Sheets 20 and 21)
The Consultant shall also prepare a Project Manual to support the construction plans which will
be included in the final bid package. It is anticipated that the City of Ocoee shall prepare and
provide the "front-end" documents and general conditions.
7. Prepare probable construction costs for the proposed improvements. Statements of probable
construction costs and detailed cost estimates prepared by the Consultant represents his/her best
judgment as a design professional familiar with the construction industry. It is recognized,
however, that the Consultant has no control over the cost oflabor, materials, or equipment; over
the contractor's methods of determining bid prices; or over competitive bidding or market
conditions. Accordingly, the Consultant cannot and does not guarantee that bids will not vary
from any statement of probable construction cost or other estimates prepared by him/her.
8. Prepare and submit an Environmental Resource Permit (ERP) Application to the SJR WMD
(Altamonte Springs Service Center). The Consultant is also responsible for responding to all
reasonable "requests for additional information" (RAI) letters from the WMD in order to acquire
the necessary permits. The Consultant shall be responsible for addressing all technical issues but
will not be required to defend an administrative hearing without additional compensation.
9. Submit an NPDES construction permit application (Storm Water Pollution Prevention Plan and
a Notice ofIntent) to the Florida Department of Environmental Protection (FDEP).
10. Conduct five (5) status meetings with the City of Ocoee throughout the duration ofthe project.
A-8
P-4I28.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
GENERAL:
The Consultant will adhere to the following procedures throughout the course of the contract.
1. Ninety percent (90%) and one hundred percent (100%) complete plans shall be furnished to the
City ofOcoee for review and approval prior to final plans submittal. For each plan submittal, five
(5) bond copies shall be given to the City of Ocoee. Upon final review and approval, the
Consultant shall submit five (5) copies of the final bid documents, five (5) signed and sealed bond
copies of the final construction plans, plus thirty (30) unsealed bond copies of the final
construction plans.
2. Pinal construction cost estimates shall show quantity breakdowns of all items following the
Florida Department of Transportation numbering system when itemizing quantities. All back-up
cost estimate worksheets shall be provided to the City for their record.
3. Digital copies of all Construction Plans and Supporting Documentation shall be provided to the
City of Ocoee on a compact disc (CD).
BASIS OF PROPOSAL / ASSUMPTIONS:
The following conditions and assumptions are noted as qualifications to this proposal.
1. This Scope of Work has assumed that five (5) drainage easement documents will be required to
implement the proposed Phase II improvements. If, due to utility conflicts or site constraints, the
proposed drainage improvements require additional temporary construction and/or permanent
drainage easements, then the survey sub consultant (Southeastern Surveying) shall prepare an
amendment to the work order to provide additional services to prepare the necessary easement
documents.
2. This scope of work has assumed that no wetland mitigation is required by the SJRWMD or the
FDEP.
3. This scope of work has assumed no permitting with the Florida Department of Environmental
Protection (FDEP) associated with relocation of existing water and/or wastewater utilities within
the Ocoee-Apopka Road right-of-way.
4. Porthe purpose of this proposal, it is assumed that a Maintenance of Traffic (MOT) Plan will not
be part of the construction plans but will be prepared by the Contractor, ifneeded, and submitted
to the City and/or Orange County for approval prior to construction.
A-9
P-4128.SCO
EXHIBIT" A"
SCOPE OF SERVICES
for
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
5. This scope of work has assumed that the Consultant shall provide no construction administration
services (e.g., conduct monthly site inspections, review shop drawings, etc.), with the exception
of attending the pre-construction meeting.
A-I0
P-4128.SCO
~
.
N.T.S.
c.entel of Good Lt
~
PEe ""''''end
~~~
eng-.. plonnefS scrvevon
,,- APPROXIMATE LIMITS OF
.g STUDY AREA (+/01":' A~.)
\.'~-
-"". '
"Ill III qg
:.'$~m;~
~C{~~~i:
f'-f. t'
429
Q
~ .~
Q:'
<:t
~
~.-......~~.,.""
Jr. .
~!ti;
~'
..;;~~
r:
. .";1 i~:
~
. ~ ;:"'1~ I:i "I~ ....'11..
'-",
r .:
~
,J!'.-
_ _ ,_.u "'>"., ,.,," <- ~ :'I7;~'};-~~..u,~.:~\....,..,'_-"''ii',., """.. ...",'"._ . ....
_ _..;:}t'~)Ei~\'" - ~. F ~~_~~ ~.~, " pro; "l'1
1 tla N.(tl~~ll El~Y 1 ~ i ~c11 0 1~~;;~'~~
.3,,____ ......._ -.::. _'~ -" '-a ~'''t!f1 .
1"1 rUl1~Alil ~ 1-1\1111lcr\lY~h~-':r~1~~:' 0
<->;"..!
SCL RAILROAD
......
<
.~.~}..
,
~-"
- ~...
. "..:~, -, z. '~"
f-:-~-~
Pioneer Key Regional
Drainage Improvements
EXHIBIT "B"
Manhour and Fee Estimate
EXHIBl. . B"
Manhour and Fee Estimate
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
CITY OF OCOEE, FLORIDA (Contract No. 0404)
PHASE I : Rel!ional Stormwater Pond
Coordinate with Southeastern regarding the Survey Drawings I 4 I I 7 $807.00
Conduct a Field Review to Confirm Survey and establish Basins 0 8 8 0 16 $1,616.00
Perform an Underground Utility Research (Mail Base Maps) 0 I 6 2 9 $657.00
Conduct a Pre-Application Meeting with the SJRWMD 4 0 I I 6 $687.00
Coordinate with Devo regarding the Subsurface Investigation I 4 I I 7 $807.00
Coordinate with Lotspeich regarding the Wetland Limits I 4 I I 7 $807.00
Conduct Status Meeting #1 with the City ofOcoee 4 0 0 I 5 $620.00
Complete the Design and the Hydrologic / Hydraulic Analysis 2 40 8 0 50 $6,216.00
Prepare a Stormwater Management Report 2 24 2 4 32 $3,894.00
Conduct Status Meeting #2 with the City ofOcoee 4 0 0 I 5 $620.00
Palm Drive Re-Alignment Coordination Meeting # I 4 0 0 I 5 $620.00
Prepare 90% Construction Plans (II Sheets) :
** Cover Sheet (Sheet I) 0 I 2 0 3 $269.00
** Overall Site Plan / Location Map (Sheet 2) 0 2 4 0 6 $538.00
** General Notes and Summary of Quantities (Sheet 3) 0 2 4 0 6 $538.00
** Site Plan of the Proposed Regional Stormwater Pond (Sheet 4) 0 12 24 0 36 $3,228.00
* * Cross-Sections of the Proposed Pond (Sheet 5) 0 8 16 0 24 $2,152.00
** Diversion Structure and Control Structure Details (Sheet 6) 0 12 24 0 36 $3,228.00
* * Landscape Plan (Sheet 7) 0 12 16 0 28 $2,692.00
** Irrigation Plan (Sheet 8) 0 12 16 0 28 $2,692.00
** Sediment and Erosion Control Plan (Sheet 9) 0 12 16 0 28 $2,692.00
** Miscellaneous Drainage Details (Sheets to and II) 0 12 24 0 36 $3,228.00
Page 1 of 4
EXHIBlI ., B "
Manhour and Fee Estimate
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
CITY OF OCOEE, FLORIDA (Contract No. 0404)
Prepare a Preliminary Construction Cost Estimate 0 8 4 0 12 $1,348.00
Conduct Status Meeting #3 with the City ofOcoee 4 0 0 I 5 $620.00
Palm Drive Re-A1ignment Coordination Meeting #2 4 0 0 I 5 $620.00
Prepare 100% Construction Plans 2 24 40 0 66 $6,200.00
Prepare 100% Project Manual and Bid Schedule I 16 0 6 23 $2,660.00
Prepare and Submit an ERP Application to the SJRWMD I 12 4 2 19 $2,148.00
Address the RAI Comments from the SJRWMD I 16 8 I 26 $2,896.00
Conduct Status Meeting #4 with the City of Ocoee 4 0 0 I 5 $620.00
Palm Drive Re-Alignment Coordination Meeting #3 4 0 0 I 5 $620.00
Prepare "Final" Construction Plans and Project Manual I 16 24 2 43 $4,028.00
Conduct Status Meeting #5 with the Ci of Ocoee 4 0 0 I 5 $620.00
Attend the Pre-Construction Meeting 0 4 0 I 5 $600.00
Prepare and Submit the SWPPP / NOl to the FDEP (Tallahassee) 0 16 8 0 24 $2,696.00
Sub-Totals 49 282 262 30 623
PHASE II : Pioneer Kev I Convevance ImDrovements
Coordinate with Southeastern regarding the Survey Drawin s I 4 I I 7 $807.00
Conduct a Field Review to Confirm Survey and establish Basins 0 8 8 0 16 $1,616.00
Perform an Underground Utility Research (Mail Base Maps) 0 I 6 2 9 $657.00
Conduct a Pre-Application Meeting with the SJRWMD 4 0 I I 6 $687.00
Coordinate with Devo regarding the Subsurface Investigation I 4 1 1 7 $807.00
Conduct Status Meeting # I with the City of Ocoee 4 0 I 1 6 $687.00
Complete the Design and the Hydrologic / Hydraulic Analysis 2 40 8 0 50 $6,216.00
Prepare a Stormwater Management Report 2 24 2 4 32 $3,894.00
Conduct Status Meeting #2 with the City ofOcoee 4 0 0 1 5 $620.00
Page 2 of 4
EXHIBl ~ B "
Manhour and Fee Estimate
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
CITY OF OCOEE, FLORIDA (Contract No. 0404)
Coordination Meeting # 1 with Orange County regarding CR 437
Prepare 90% Construction Plans (11 Sheets) :
** Cover Sheet (Sheet 1) 0 1 2 0 3 $269.00
** Overall Site Plan / Location Map (Sheet 2) 0 2 4 0 6 $538.00
** General Notes and Summary of Quantities (Sheet 3) 0 2 4 0 6 $538.00
** Plan and Profile of Conveyance Improvements (Sheets 4 and 5) 0 16 32 0 48 $4,304.00
** Site Plan of the Pavement and Sewer Improvements (Sheets 6 and 7) 0 16 32 0 48 $4,304.00
** Plan and Profile of Proposed Outfall Pipe (Sheets 8,9, 10 and 11) 0 32 64 0 96 $8,608.00
** Sanitary Sewer Details (Sheet 12) 0 12 16 0 28 $2,692.00
** Miscellaneous Drainage Details (Sheets 13 and 14) 0 12 24 0 36 $3,228.00
Prepare a Preliminary Construction Cost Estimate 0 8 4 0 12 $1,348.00
Conduct Status Meeting #3 with the City ofOcoee 4 0 0 1 5 $620.00
Coordination Meeting #2 with Orange County regarding CR 437 4 0 0 1 5 $620.00
Prepare 100% Construction Plans 2 12 16 0 30 $2,972. 00
Prepare 100% Project Manual and Bid Schedule 1 12 0 6 19 $2,120.00
Prepare and Submit an ERP A plication to the SJRWMD 1 12 8 2 23 $2,416.00
Prepare and Submit an Orange County R!W Utilization Permit 1 12 8 2 23 $2,416.00
Address the RAI Comments from the SJRWMD 1 8 4 1 14 $1,548.00
Conduct Status Meeting #4 with the City of Ocoee 4 0 0 1 5 $620.00
Prepare "Final" Construction Plans and Project Manual 1 4 12 2 19 $1,604.00
Conduct Status Meeting #5 with the City ofOcoee 4 0 0 1 5 $620.00
Attend the Pre-Construction Meeting 0 4 0 1 5 $600.00
Prepare and Submit the SWPPP /NOI to the FOE? (Tallahassee) 0 16 8 0 24 $2,696.00
Sub-Totals 45 262 266 30 603
Page 3 of 4
EXHIBh ,f B "
Manhour and Fee Estimate
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
CITY OF OCOEE, FLORIDA (Contract No. 0404)
Monthly Status Reports (via Invoices) 12 0 0 6 18
Transmit all "Final" Work Products on a Compact Disc (CD) 0 2 4 I 7
Sub-Totals 12 2 4 7 25
TASK HOURS 106 546 532 67 1,251
TASK COSTS (Labor Costs) $14,840.00 $73,710.00 $35,644.00 $4,020.00 $128,214.00
PERCENT BREAKDOWN 11.6% 57.5% 27.8% 3.1% 100.0%
$2,040.00
$598.00
$2,638.01)
$128,214.00
TOTAL LUMP SUM FEE COMPUTATIONS
(1) Total Labor Costs
(2) Indirect Expenses (refer to Exhibit "C")
(3) Geotechnical Subconsultant (Devo Engineering)
(4) Survey Subconsultant (Southeastern Surveying)
(5) Environmental Subconsultant (Lotspeich & Associates, Inc.)
$128,214.00
$3,500.00
$25,268.00
$16,035.00
$5,053.41
Total Lump Sum Fee
Filename: C: \ DATA \ SPREADSHEETS \ PROPOSAL \P-4128.xls
Page 4 of 4
EXHIBIT "B"
HOURLY RATE SHEET
Division Manager. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $180.00/ Hour
Department Manager ............................................. $140.00/ Hour
CEI Project Engineer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $135.00/ Hour
Sr. Engineer / Sr. Planner. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $125.00/ Hour
Sr. CADD Designer / Engineer ...................................... $ 95.00/ Hour
CADD Designer / Jr. Engineer / Planner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 67.00/ Hour
CADD Operator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 60.00/ Hour
Engineering Assistant ............................................. $ 60.00 / Hour
Word Processor / Secretary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 6Q.00 / Hour
Clerical Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 50.00 / Hour
Professional Surveyor and Mapper ................................... $ 97.00 / Hour
Survey 2-Man Crew. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $125.00/ Crew Hour
Survey 3-Man Crew. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $175.00/ Crew Hour
Survey 4-Man Crew. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $195.00/ Crew Hour
Mileage .................................................... $0.405 / mile
Copies (In-House)
Black & White 8.5 x 11 ................................. $0.13 / page
8.5 x 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $0.17 / page
11 x 17 .................................. $0.26 / page
All other sizes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . $0.20/ SF
Color 8.5 x 11 ................................. $1.50/ page
8.5 x 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1.50/ page
11 x 17 .................................. $2.00 / page
13 x 19 .................................. $2.75/ page
Blueprints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1.00 / page
Plotters
OcE - Plotter
All Black &White Plots .................... $0.20/ SF
Black & White My1ars . . . . . . . . . . . . . . . . . . . . . . $3.50/ SF
HP 1055 Color Plotter
All Color Plots . . . . . . . . . . . . . . . . . . . . . . . . . . . . $6.00 / SF
All Black & White Sizes .................... $0.20/ SF
Overnight Parcels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Actual Cost / Fed. Express Rate
Facsimile ................................................... $0.50 / page
Postage .................................................... Actual Cost
Government Permits .......................................... Actual Cost
Reference Data (Codes, Maps, Aerials, etc.) ....................... Actual Cost
Pioneer Key Regional
Drainage Improvements
EXHIBIT "e"
Estimate of Indirect Expenses
EXHIBIT "C"
ESTIMATE OF INDIRECT EXPENSES
for the
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
1. Copies (5~lPage) (phase I) No. of Sets
· 100% Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Pinal Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Drainage Calculations, ERP Application and Miscellaneous Correspondence:
(assume 3,000 Pages)
· Total Copies = [(10 x 100) + 3,000] x 5~/Page
$200.00
2. Copies (5~lPage) (phase II)
· 100% Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Pinal Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Drainage Calculations, ERP Application and Miscellaneous Correspondence:
(assume 3,000 Pages)
· Total Copies = [(lOx 100) + 3,000] x 5~/Page
$200.00
3. Copies (5~lPage) (phase llI)
· 100% Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Pinal Submittal:
- Project Manual (assume 100 pages) .......................................... 5
· Drainage Calculations, ERP Application and Miscellaneous Correspondence:
(assume 3,000 Pages)
· Total Copies = [(lOx 100) + 3,000] x 5~/Page
$200.00
C-I
P-4128.odc
EXHIBIT "C"
ESTIMATE OF INDIRECT EXPENSES
for the
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
4. 24" x 36" Bond Plots ($1.00/Sheet) (phase I)
No. of Sets
· 90% Submittal:
- Construction Plans ( 11 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· 100% Submittal:
- Construction Plans ( 11 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· SJRWMD Permit Submittal:
- Construction Plans ( 11 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· RAI Submittals:
- Construction Plans ( 11 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· Final Submittal:
- Construction Plans ( 11 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 35
· Total Prints
= [(5 + 5 + 5 + 5 + 35) x 11] x $1.00/Sheet = $605.00
5. 24" x 36" Bond Plots ($1.00/Sheet) (phase II)
No. of Sets
· 90% Submittal:
- Construction Plans ( 14 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· 100% Submittal:
- Construction Plans (14 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· SJRWMD Permit Submittal:
- Construction Plans (14 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· RAI Submittals:
- Construction Plans (14 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· Final Submittal:
- Construction Plans (14 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 35
· Total Prints
= [(5 + 5 + 5 + 5 + 35) x 14] x $1.00/Sheet = $770.00
C-2
P-4128.odc
EXHIBIT "e"
ESTIMATE OF INDIRECT EXPENSES
for the
PIONEER KEY REGIONAL DRAINAGE IMPROVEMENTS
6. 24" x 36" Bond Plots ($1.00/Sheet) (phase III)
No. of Sets
· 90% Submittal:
- Construction Plans (21 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· 100% Submittal:
- Construction Plans (21 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· SJRWMD Permit Submittal:
- Construction Plans (21 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· RAl Submittals:
- Construction Plans (21 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
· Final Submittal:
- Construction Plans (21 sheets) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 35
· Total Prints = [(5+5+5+5+35)x21]x$1.00/Sheet = $1,155.00
7. Miscellaneous Expenses (Faxes, mileage, courier charges, photographs, color copies, half-size
construction plans for utility locate requests, mylar plots, etc.) say $370.00.
8. Total Estimated Reimbursable Expenses = $3,500.00
C-3
P-4128.odc
Pioneer Key Regional
Drainage Improvements
EXHIBIT "D"
Subconsultant Fee Proposals
o Devo Engineering
o Lotspeich and Associates, Inc.
o Southeastern Surveying
DEVO SEEREERAM, PH.D., P.E.
CONSULTING GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION No. 48303
lf5'~ nnJ#o
l!dJ~~ fl'
OONSu.TI<<l GEOTEQNCIJ. ENGISSI ur}~ -
MOO...........r;.n...on...tJo.,..~ f:~____~__
~1${/1l2l(;l.nrl ~p"(aoTJNlJ.VQll w."....:,,~:"'W"'''''''''"'''\:.,...
(])ate: June 30. 2005 (])e'f)O'S <Project !}fo. not yet assigned
rro: attention:
Professional Engineering Consultants. Inc.
200 East Robinson Street, Suite 1560 DAvid HAMSTRA, P.E.
Orlando. FI 3280 I
phone: 407-422-8062 fax: 407 -849-940 I Stormwater Management Dept
<RQ:
,.....................................................................................................
l~'!~~~.~~~.~t::!!.~~~~(.~~~7:~~~l.~~~~~~j
0 Proposed 8t Acre Regional Wet Detention Stormwater Management Pond,
8 Stormwater Conveyance Pipe from Pioneer Key I to Proposed Pond
@) PavementfUnderdrain Evaluation For Pioneer Key I & Pioneer Key II
Pioneer Key Regional Drainage Improvements; City of Ocoee, Florida
Dear Mr. Hamstra:
Attached is our proposal for the above-captioned project. We trust that this proposal covers the
items of work requested and is sufficiently comprehensive in scope to cover the issues.
We look forward to working with PEC and the City of Ocoee on this project. Feel free to contact us
if any questions.
Sincerely,
;oeu.o. SWtWUUn
Devo Seereeram, Ph.D., P.E.
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key - Page 1
1.0 BACkGROUNd INFoRMATioN
Figure 1 (attached) shows the proposed development plan for the Pioneer Key Regional
Drainage Improvements project in the City of Ocoee, Florida.
Relevant elements of the project are as follows:
II An 8:t acre regional stormwater pond (wet detention) with discharge into
the Northwest Ditch which flows north into lake Apopka. Note that a
portion of this pond footprint overlies a former wastewater percolation
pond. The pond will likely be 12 to 15 ft deep and will be designed in
accordance with SJRWMD criteria.
. Proposed conveyance pipe (1,400:t lineal ft) from Pioneer Key I Mobile
Home Park to the regional pond; note that this pipe will cross under
Ocoee-Apopka Road and will be constructed as an open cut.
II Rehabilitation of the existing pavement in Pioneer Key I and Pioneer Key II
Mobile Home Parks; there is approximately 4,550:t lineal ft of internal
roadway in Pioneer Key I and 4,OOO:t lineal ft in Pioneer Key II.
2.0 ObjECTivES
The objectives of this investigation are as follows:
w Geotechnical investigation of the soil and water table conditions within the
proposed pond footprint to assess:
o the texture of the soils to be excavated and their engineering
suitabil ity;
@ seasonal high and low water table for design of pond control
structure and construction dewatering considerations;
@) chemical analysis of the soils in the existing wastewater disposal
pond area to see if there are any contamination issues which will
affect disposal of the excavated material; and
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key - Page 2
o Recommend aquifer parameters for baseflow modeling (if necessary)
which will be performed by PEe. These parameters include:
,.. base of mobilized aquifer (ft NGVD)
,.. seasonal high water table altitude (ft NGVD)
,.. weighted horizontal hydraulic conductivity (ft/ day)
,.. fillable porosity (%)
~ Geotechnical investigation of pipe conveyance to assess the soil and water
table conditions and provide recommendations for trench excavation
(including dewatering), preparation of the pipe bedding, and backfilling of
the trench backfill in structural and non-structural areas.
., Geotechnical investigation of the existing pavement within the Pioneer
Key I and Pioneer Key II mobile home parks. This will include an assessment
of the water table and its separation from the pavement base, subgrade
soils, including any recommendations for pavement underdrains. The
thickness of the pavement section and the soundness of the component
layers will also be assessed.
l.O FiEld & LAboRATORY TEST PROGRAMS
The following program of field and laboratory testing will be undertaken to provide data
for this assessment:
W Five (5) 20 ft deep Standard Penetration Test (SPT) borings within the
proposed pond area. Shallow piezometers will be installed adjacent to each
borehole to obtain reliable measurements of the depth to the water table
within the pond area.
iii Collection of two (2) soil samples from the percolation pond area for
laboratory analytical testing.
iii Six (6) 7-10 ft deep hand auger borings with piezometers along the
alignment of the conveyance pipes from Pioneer Key I to the pond. Casing
will be used to advance these borings or they may be terminated before
10 ft if the soils are piping into borehole.
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key . Page 3
IiiiiI Twenty six (26) 7-10 ft deep hand auger borings with piezometers along the
edges of the internal roads in Pioneer Key 1/11.
IiiiiI Twelve (12) pavement cores in the internal roads of Pioneer Key 1/11. These
cores will penetrate the asphalt and base layer.
IiiiiI Read stabilized water table in all piezometers and coordinate with project
surveyor.
14btJfflf()Jy T estil1j
IiiiiI Visual and tactile examination of the soil samples.
iii Six (6) fines fraction and natural moisture content test on the samples from
the pond excavation.
iii Observations, measurements, and photo-documentation of the extracted
pavement cores.
IiiiiI Laboratory chemical analyses of the soil samples from the percolation pond
site which will include the following parameters:
"'. EPA 8260 VOCs,
"" EPA 8270 (Semi-Volatiles),
"" EPA 8141 (Organophosphorus Pesticides), &
"" RCRA 8 Metals (to include: As, Ag, Ba, Cd, Cr, Hg, Se, Pb).
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key . Page 4
4.0 SUppORT REQUiREd FROM PEe
The following information is required from PEe to facilitate our investigation and
evaluation:
o autocad drawing in electronic format with topographic contours (if available and
scaled basemap) and development layout.
8 Elevation and horizontal survey of borehole locations which Vfe will stake in the
field
~ Permission to access the property (if needed)
~.o DdivERAblES
Our deliverable will include a report with standard base maps including quad map, soils
map, and boring location plan and the results of the soil borings and lab tests.
The report will also include a discussion of the data and recommendations relative to the
items listed under Objectives.
A maximum of 12 report hardcopies will be delivered (4 draft and 8 final), together with
an electronic pdf version of the report uploaded to our ftp site.
6.0 SdtEdulE
The estimated time for completion of our work is 61'2 weeks from notice to proceed or
3 weeks from receipt of the survey data for the boreholes, whichever is longer.
7.0 ESTiMATEd FEE
Our estimated fee for these services is itemized in Table 1 (attached).
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key - Page 5
TABLE I: ITEMIZATION OF WORK & ASSOCIATED COST
PIONEER KEY DRAINAGE IMPROVEMENTS - OCOEE
PRELIMINARIES & COORDINATION
DESCRIPTION OF WORK ITEM
UNIT
UNIT
COST
QUANTITY
TOTAL
Principal Engineer. Devo ~ hr . $95.00. 8.0 . $760.00
.....................................................................................................01..........................................................................................................
Senior Hydrogeologist - Dave 1 hr 1 $90.00 1 3.0 1 $270.00
....................................................................................................~.................~..........................~............................~...............................
Geotech Project Manager - Robin ~ hr ~ $85.00 ~ 6.0, ~ $510.00
....................................................................................................~.................1.........................1...........................~...............................
Project Geologist - Jim i hr i $85.00 i 4.0 i $340.00
GEOTECHNICAL FIELD SERVICES
Mobilization of all terrain drill rig sum $450.00 1.0 1 $450.00
....................................................................................................~.................~.........................~...........................~...............................
Field technician for utility clearance, coordinate with 1 hr j $65 00 ~ 20.0 1 $1,300.00
project surveyor, read stabilized water table ! ~ . ~ ~
.............................................................................................................~.................~.........................~............................~...............................
SPT borings in pond (5 borings at 20 ft dee~) 1 ft I $12.50 i 100.0 ! $1,250.00
................................................................................................................~.................~.........................~............................~................................
Piezometers in pond footprint 1 each ~ $130.00 ~ 5.0 ~ $650.00
.......................................................................................................~.................~...........................~............................~...............................
Boreholes/piezometers along pipe conveyance \ each 1 $130.00 1 6.0 1 $780.00
..........................................................................................................~.................-i..............................~............................~................................
Pavement cores & reinstatement (Pioneer Key 1/11) ~ each 1 $150.00 1 12.0 [ $1,800.00
..........................................................................................................~.................~.........................~...........................~...............................
Boreholes/Piezometers in Pioneer Key 1/11 1 each j $130.00 j 26.0 1 $3,380.00
ENVIRONMENTAL FIELD SERVICES
Project Geologist (James Cullinan) 1 hr . $85.00. 8.0 . $680.00
.s~~pii~g.s~ppii~~.................................................................r.~.~~h....r...$35j)o.....T.........i:o..........r...............$3s:0.0.
GEOTECHNICAL lABORATORY TESTING SERVICES
Visual & tactile examination of soil samples hr $50.00 3.5 $175.00
.........................................................................................................~..................~............................(...........................~........................................
Photo-documentation and measurement of cores 1 hr l $50.00! 9.0 1 $450.00
..............................................................................................................i...................1............................1..............................1.................................
Fines fraction tests i hr i $35.00 i 6.0 i $210.00
ENVIRONMENTAL LAB SERVICES
Soil Analyses -
(includes EPA 8260 VOCs, 8270 (Semi-Volatiles)
8141 (Organophosphoru Pesticides) & RCRA 8
Metals (to include: As, Ag, Sa, Cd, Cr, Hg, Se, Pb)
each
$810.00
2.0
$1,620.00
. . . .
..Q~.~.ii~.A~~.~.;~~.~~.Bi.~.~k~.(i.~.~j~d~.~..EPA..82.6o..~~i;)......T..~.;~h....r..$1'30.:oo....r.........l:0..........r............$.i30:0'0'
Devo Seereeram, Ph.D., P .E.
Consulting Geotechnical Engineer
Pioneer Key - Page 6
TABLE I: ITEMIZATION OF WORK & ASSOCIATED COST
PIONEER KEY DRAINAGE IMPROVEMENTS - OCOEE
DATA INTERPRETATION, RECOMMENDATIONS, & REPORT PREPARATION
DESCRIPTION OF WORK ITEM
UNIT
UNIT
COST
QUANTITY
TOTAL
Principal Engineer - Devo hr ! $95.00 ! 24.0 ! $2,280.00
....................................................................................................~.................~...........................~...........................~................................
Senior Hydrogeologist - Dave 1 hr ~ $90.00 ~ 4.0 ~ $360.00
............................................................................................................~.................~.........................~............................~...................................
Geotech Engineer- RobinjVijayjKevin 1 hr ~ $85.00 ~ 58.0, ~ $4,930.00
......................................................................................................~.................~.........................i...........................~...............................
Project Geologist. Jim 1 hr 1 $85.00 i 5.0 ~ $425.00
......................................................................................................~.................~...........................~..............................~.................................
Senior CADD Graphics - Ahmed ~ hr ~ $55.00 1 13.0 1 $715.00
....................................................................................................................1..................1...........................i...........................1................................
Junior CADD Graphics - SamarjSasyj Ad eta ~ hr 1 $50.00 ~ 18.0 ~ $900.00
REPORT REPRODUCTION
Report printing, binding & delivery each ! $35.00 12.0 $420.00
........................................................................................................~.................~.........................~...........................~...............................
Clerical i hr ~ $32.00 ~ 14.0 ~ $448.00
TOTAL FOR ALL TASKS .................................. I $25,268.00
Devo Seereeram, Ph.D., P.E.
Consulting Geotechnical Engineer
Pioneer Key . Page 7
FIGURE
~
.
N.T.S.
_i.]~_
429\
,.d _' ~
", "')'::i~~,~;;.
";':'\i
.jj!:
; :;::::i!::::j~!~lili"I:;
""""NeJ""'; ,
.,,. ........
,,;, :J,~~';
~,/~ I.. ".
;.:..." "., ,..!"
.- ,
'" k~~Pc:!~~u~~d Associates, Inc.
SCOPE OF SERVICES
FOR
ECOLOGICAL CONSULTING SERVICES
PIONEER KEY REGIONAL
DRAINAGE IMPROVEMENTS
124::l:: acres in Sections 7 and 18, Township 22 South, Range 28 East
City of Ocoee, Orange County, Florida
prepared for:
Professional Engineering Consultants, Inc.
200 East Robinson Street, Suite 1560
Orlando, Florida 32801
5 July 2005
L&A No. 2004-103.00
Doc: \2004-103-S0S-0SGOS.wpd
2711 West Fairbanks Avenue, Winter Park, Florida 32789-3314 (407) 740-8482 FAX (407) 645-1305
www.lotspeichandassociates.com
Scope of Services
Pioneer Key Regional Drainage Improvements
L&A No. 2004-103.00
Doc: \2004-103-S0S-05G05.wpd
5 July 2005
Page I
This Scope of Services sets forth the terms under which Lotspeich and Associates, Inc. (L&A)
(the Consultant) will provide ecological consulting services to Professional Engineering
Consultants, Inc. (PEe) (the Client).
SUBJECT: Pioneer Key Regional Drainage Improvements
124::1: acres in Sections 7 and 18, Township 22 South, Range 28 East
City of Ocoee, Orange County, Florida
1.0 SCOPE OF SERVICES
Provide necessary biological support data in order to represent the Client's interest with
governmental agencies with statutory authority regulating land use in the State of Florida, and
provide ecological consulting services needed for compliance with the potential permitting
requirements of the U.S. Army Corps of Engineers (USACE), the St. Johns River Florida Water
Management District (SJRWMD), the Florida Fish and Wildlife Conservation Commission
(FFWCC), the U.S. Fish and Wildlife Service (USFWS), and the city ofOcoee using existing
rules, regulations, and policies as of the date of initiation of this Scope of Services.
Specifically, the city of Ocoee proposes to construct an outfall discharge point from the north
side of Pioneer Key I, to an existing excavated drainage conveyance that will be improved as
part ofthis project, ultimately discharging into a proposed 8::1: acre regional stormwater pond
to the north of Palm Drive and west ofOcoee-Apopka Road.
The Scope of Services is separated into tasks for clarity. The services outlined within Task I
include the research and compilation of the ecological documentation necessary to evaluate the
project area and determine any potential impacts associated with the proposed drainage
improvements, while Task II includes coordination necessary for permitting the proposed
improvements with the applicable regulatory agencies. This Scope of Services is further
defined by the attached Summary Fee Sheet and the tasks outlined below.
1.1 Task I - Preliminary Ecological Assessment/Field Identification of Wetlands
1.1.1 Research existing published literature and available documents pertinent to the
project site.
1.1.2 Request a database search from the USFWS and the FFWCC for the presence
of federal and state listed plant and animal species.
1.1.3 Request database search from the FFWCC for the presence of the Southern
Bald Eagle on site or within a one (1) mile radius of the project area.
1.1.4 Review site conditions and field flag/delineate the limits of wetland/surface
water areas potentially within the jurisdiction of governmental agencies with
statutory permitting authority following the Corps of Engineers Wetlands
Delineation Manual (1987) and the Unified Wetland Delineation Methodology
for the State of Florida dated 1 July 1994.
Scope of Services
Pioneer Key Regional Drainage Improvements
L&A No. 2004-103.00
Doc: \2004-103-S0S-05G05.wpd
5 July 2005
Page 2
1.1.5 Evaluate and field mark the Seasonal High Water Elevation (SHWE) based
upon observed biological indicators (i.e., lichen lines, scarp lines, etc.).
1.1.6 Coordinate with surveyors in locating the wetland flags and SHWE points, as
necessary.
1.2 Task II - Report/Permit Coordination
1.2.1 Prepare an ecological summary report for inclusion in the appropriate permit
applications which will include the following information pertinent to the
project site:
. Existing site conditions (including a FLUCFCS map);
. Approximate landward extent of wetlands;
. Potential for occurrence of listed and wetland dependent plant and
animal species;
. A discussion of secondary and cumulative impacts associated with the
project, and;
. A discussion of avoidance and minimization of wetland impacts
associated with the project (alternate site plans must be prepared by
others if required by the permitting agencies).
1.2.2 Assist in preparation of an Environmental Resource Permit (ERP) joint
application for submittal to the USACE and the SJRWMD.
1.2.3 Respond to one (1) round of Requests for Additional Information (RAI) from
the permitting agencies.
1.2.4 Coordination/meetings with project team (limited to three (3) Sr. Environmental
Specialist hours).
2.0 ADDITIONAL SERVICES
The following additional services may be provided at the Client's request and authorization.
Additional services are not covered under the limiting fee for this Scope of Services. Upon
written authorization, these services shall be provided by the Consultant and billed to the Client
in accordance with the current year's Fee Schedule:
2.1 Meetings in excess of those defined above.
2.2 Conduct quantitative surveys for listed plant or animal species.
2.3 Develop management plans for anyon-site listed plant and animal species.
2.4 Prepare responses to additional RAIs from the SJRWMD and/or the USACE.
Scope of Services
Pioneer Key Regional Drainage Improvements
L&A No. 2004-103.00
Doc: \2004-103-S0S-05G05.wpd
5 July 2005
Page 3
2.5 Develop and/or implement preliminary or final mitigation plans to satisfy permitting
requirements relevant to wetland, upland, and listed species impacts.
3.0 LIMITING ASSUMPTIONS
The following assumptions outline the limits of defined tasks as required Df Lotspeich and
Associates, Inc. to provide the requested ecological consulting services for the Pioneer Key
Regional Drainage Improvements project.
3.1 The landward extent of jurisdictional wetlands within the project area will be field
flagged once for the Pioneer Key Regional Drainage Improvements project. If
greater than a three-month period elapses between the delineation of the wetland and
the field location of wetland flags such that additional site investigations are necessary
to facilitate the location of the wetland flags, these services will be submitted as an
additional cost.
3.2 If natural disasters or vandals should remove flags, the flags will be reset. The
additional hours required for this service will be limited to those estimated for Item
1.1.4.
3.3 If governmental regulations change during the course of this project or between initial
field reviews and permit application submittal such that additional site reviews are
requested by the governmental agency, any such required modifications or additional
site reviews will be submitted as an additional cost. Environmental permitting criteria
will be established during pre-application meetings with the applicable governmental
agencies prior to final project design.
3.4 Modifications to the final work product performed at the request of the Client that are
not the result ofthe Consultant's errors or omissions shall be billed to the Client on an
hourly basis as additional services in accordance with the current year's Fee Schedule.
3.5 No subsurface, soil, water, or hazardous materials investigations are included within the
scope of this project.
3.6 No archaeological investigations or coordination with the Florida Division of Historic
Resources (DHR) and/or the State Historic Preservation Officer (SHPO), such as that
usually required by the USACE and the SJRWMD during permitting, are included
within this Scope of Services.
3.7 Services in addition to or in excess of tasks and hours identified in Section 1.0 will be
considered additional services and will require a modification to the contract.
3.8 The Consultant assumes no responsibility for work performed by others or for terms or
agreements not specifically described herein. Our agreement is to provide the services
Scope of Services
Pioneer Key Regional Drainage Improvements
L&A No. 2004-103.00
Doc: \2004-103-S0S-05G05.wpd
5 July 2005
Page 4
described herein in a thorough, competent, and professional manner and cannot in any
manner be construed by the Client as a guarantee or warranty of assurance that the
results obtained and the reports and data provided will result in approval by any agency,
administrative board, or governmental unit ofthe proposed activities to be undertaken
by the Client.
3.9 The parties deem the work to be done as the performance of services of a landscape
architect or engineer within the meaning and intent of the Florida Statute 713.03.
3.10 The Consultant shall not be considered in default of this agreement for delays in
performance caused by circumstances beyond the reasonable control of the non-
performing party. For purposes of this agreement, such circumstances include, but are
not limited to, abnormal weather conditions; floods, earthquakes, fire, epidemics; war,
riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor
disturbances; sabotage; judicial restraint; and inability to procure permits, appointments,
licenses, or authorizations from any local, state, or federal agency for any of the
supplies, materials, accesses, or services required to be prov.ided by the Consultant
under this agreement.
Should such circumstances occur, the non-performing party shall, within a reasonable
time of being prevented from performing, give written notice to the other party,
describing the circumstances preventing continued performance and the efforts being
made to resume performance of this Scope of Services.
3.11 The services will be performed on behalf of and solely for the exclusive use of the
Client and it's successors or assigns.
3.12 The services performed by the Consultant shall be conducted in a manner consistent
with that level of care and skill ordinarily exercised by members of the environmental
consulting profession in the same locale and acting under similar circumstances and
conditions. Except as set forth herein, the Consultant makes no other representation,
guarantee, or warranty, expressed or implied, in fact or by law, whether of
merchantability, fitness for any particular purpose or otherwise, concerning any ofthe
services that may be furnished by the Consultant to the Client.
3.13 This Scope of Services is based on existing rules, regulations, and policies in force on
the date of this agreement.
3.14 Permit fees are not included within the fee estimate that accompanies this Scope of
Services.
3.15 Engineering drawings prepared for inclusion in permits will be prepared by others and
are not included within this Scope of Services. Presentation materials will be prepared
by others.
3.16 Permit applications, if necessary, are to be completed by others.
FEE QU01._.l'ION PROPOSAL
Date: Tn".. '74, '7nn<;
Project Name: Pioneer Key Regional Drainage Improvements
Contract: Continuing Surveying and Mapping Services -RFO 0403
Name 0 f Firm: Southeastern Surveying & Mapping Corporation
ACTIVITY PLS SEN TECH DRAFTSPERSON 2 MAN CREW 3 MAN CREW
.i' , 'i,' ",.', I r I I I I I I I I I I II
"",,',.' ',',,' ,,'i" Man Hrly Fee Man Hrly Fee Man Hrly Fee Man Hrly Fee Man Hrly Fee
,,"'" "",' " i I I
. ,,',', :,"'. Hrs Rate I Hrs ! Rate 1 i Hrs Rate Hrs Rate Hrs Rate
, I
Task I 8 95.00 760.00 14 70.00 980.00 32 60.00 1,920.00 32 95.00 3,040.00 12 120.00 1,440.00
Task II 4 95.00 380.00 6 70.00 420.00 16 60.00 960.00 18 95.00 1,710.00 120.00 0.00
Task III 4 95.00 380.00 4 70.00 280.00 8 60.00 480.00 95.00 0.00 120.00 0.00
Task IV I 95.00 95.00 I 70.00 70.00 14 60.00 840.00 24 95.00 2,280.00 120.00 0.00
95.00 0.00 70.00 0.00 60.00 0.00 95.00 0.00 120.00 0.00
95.00 0.00 70.00 0.00 60.00 0.00 95.00 0.00 120.00 0.00
95.00 0.00 70.00 0.00 60.00 0.00 95.00 0.00 120.00 0.00
95.00 0.00 70.00 0.00 60.00 0.00 95.00 0.00 120.00 0.00
95.00 0.00 70.00 0.00 60.00 0.00 95.00 0.00 120.00 0.00
LUMP SUM FEE BREAKDOWN
Professional Surveyor
Senior Technician
$
$
$
$
$
1,615.00
1,750.00
4,200.00
7 ,030.00
1,440.00
Draftsperson
Two-Man Crew
Three-Man Crew
$
0.00
Miscellaneous Expenses
$
0.00
LUMP SUM FEE TOTAL
$
16,035.00
IIServer\d-drive'AdminIDA T AIProposal\Cily of OcoeelPimeer Key Regional Drainage Improvements.wpd
LOTSPEICH AND ASSOCIATES, INC.
2711 W. Fairbanks Avenue
Winter Park, Florida 32789
L&A Project No: 2004-103.00
5-Jul-05
L&A File Name:/2004-l03-Summary Fee-OSGOS'xLS
Pioneer Key Regional Drainage Improvements
RATES FOR MISCELLANEOUS & REIMBURSABLE EXPENSES
Description
Quantity
Rates
Total
Reproduction:
Mylars
Blueline Prints
Film
Kodak Film/200 Speed/24 Exposure
Film Processing/24 Exposure Roll
Copies
Color Copies
0 $7.80 $0.00
6 $0.78 $4.68
1 $4.89 $4.89
1 $7.98 $7.98
150 $0.07 $10.50
30 $0.95 $28.50
120 $0.405 $48.60
Mileage
Supplies:
Mylar Aerial
FNAI Database Search
o
o
$11.00
$75.00
$0.00
$0.00
Cell:
Per Month
3
$5.00
$15.00
Courier/Express Mail:
Per Month
3
$15.00
$45.00
$165.15
L&A will direct cost the expenses requested herein by assigning a unique project number to each
approved expense related to this project as is the policy for all projects.
James M. Dunn, II, P.S.M.
Larry R. Efird, P.S.M.
Brian R. Gavey, P.E.
Gary B. Krick, P.S.M.
Myron F. Lucas, P.S.M.
Thomas K. Mead, P.S.M.
Timothy Mosby, P.S.M.
James L. Petersen, P.S.M.
Larry W. Prescott, P.S.M.
William C. Rowe, P.S.M.
Marcia E. Russell, P.S.M.
George E. Snyder, P.S.M.
SOUTHEASTERN SURVEYING & MAPPING CORP.
SURVEYING FLORIDA SINCE 1972
Land Surveying & Mapping Services. Sub-Surface Utility Designation & Location Services. GPS Asset Inventories. Geographic Information Systems
July 6, 2005
VIA E-Mail: rzaitooni@ci.ocoee.fl.us
Mr. Robert Zaitooni, P.E.
City ofOcoee
150 North Lakeshore Drive
Ocoee, Florida 34761
RE: Pioneer Key Regional Drainage Improvements
Section 18, Township 22 Sou1h, Range 28 East, Orange County, Florida
Dear Mr. Zaitooni,
We are pleased to submit our proposal for surveying services on the above referenced project.
SCOPE OF WORK:
Provide Surveying Services in accordance with Chapter 61G17-6 F.A.C. to include the
following:
TASK I - Boundary & Topographic Survey of Future Regional Stormwater Pond
1. Establish the location of all boundal)' corners and reset any missing corners.
2. Locate all improvements and utilities, as evidenced by above ground features or as
marked by the designated utility company representative.
3. Obtain spot elevations on natural ground and existing improvements suitable for
interpolation of one foot contours to be shown on the final drawing.
4. Establish a minimum of two (2) site bench marks.
5. Topographic coverage will be limited to the property boundaries plus 10 feet on the
north and east sides, the full limits of the adjoining Northwest Ditch and extending
southerly to the north edge of pavement of Palm Drive.
6. Locate wetlands line as flagged by clients Environmental Consultant if required.
7. Locate five (5) soil borings as established by clients Geotechnical Consultant.
OFFICE
LOCATIONS
6500 All American Boulevard, OrlaOOo, Florida 32810407/292-8580 Fax 407/292-0141 e-mail: info~southeasternsurveyinq.com
1130 Highway 90, Chipley, Florida 32428 850/ 638-0790 Fax 850/638-8069 e-mail: info~southeasternsurveyirQ.com
Page 2
Mr. Robert Zaitooni, P.E.
T ASK II - Topographic Survey of Outfall Route from Pioneer Key I to Proposed Pond
1. Locate all improvements and utilities, as evidenced by above ground features or as
marked by the designated utility company representative.
2. Obtain spot elevations on natural ground and existing improvements suitable for
interpolation of one foot contours to be shown on the final drawing.
3. Establish a minimum of(2) site benchmarks.
4. Topographic coverage will be limited to the area lying within 25 feet of the proposed
centerline.
5. Locate six (6) soil borings as established by clients Geotechnical Consultant.
TASK III - Easement Descriptions for up to Four (4) Parcels
1. Prepare Legal Description and Sketch for four proposed Drainage Easements in a
format suitable for recording.
TASK IV - Supplemental Survey
1. Provide surveying services as needed throughout the design process.
The final product will be four (4)certified copies and an electronic file for your use.
Our fee for the above referenced work is outlined on the attached fee schedule.
We anticipate completion of the above described work to be consisttnt with your schedule
requirements. Payment is expected within thirty (30) days from date of invoice.
We look forward to the opportunity to work with you on this project.
Sincerely,
James L. Petersen, P.S.M.
Vice President/Project Manager
JLP:jlp
LOTSPEICH AND ASSOCIATES, INC.
2711 W. Fairbanks Avenue
Winter Park, Florida 32789
L&A Project No: 2004-103.00
5-Jul-05
L&A File Name:/2004-I03-Summary Fee-05G05.XLS
PROJECT DESCRIPTION:
Pioneer Key Regional Drainage Improvements
PRIME CONSULTANT:
Professional Engineering Consultants, Inc.
SUMMARY FEE SHEET
Senior Env. Specialist Project Env. Specialist Drafting / Graphics Sr. Project Clericalrrechnical
Coordinator Admin. TOTAL
Description Rate/Hr: $85.10 Rate/Hr: $60.04 Rate/Hr: $53.49 Rate/Hr: $63.45 Rate/Hr: $45.12
Cost by Pos& Cost by Cost by Cost by Cost by Manhrs. Salary Cost by
Man Hrs Act Man Hrs Pos & Act Man Hrs Pos & Act Man Hrs Pos & Act Man Hrs Pos & Act by Act Act
1.1 Prelimmary EcologIcal Assessment
1.1.1 Research EXistIng Published Literature ilS:UU I $6U.U4 1. $1( 10.' 9lf I $( ,3.4,) U $U.UU -S )j .)S/
1.1.2 Request WllOlIte Agency uatabase Searches ilS.).1U U $U.UU 2 $I( 16.' \Ill 2 $I: ~6.\lU $45.12 6 ;3( ,4.10
1.1.3 Review -sIteCondltIons/held Flag Wetlands $( i80.80 8 $480.32 0 ,0.' 00 U ;0.00 ) )u.OO 16 )] ,II 1.12
1.1.4 Evaluate/Set Seasonal High Water $]40.40 4 )1.4U.16 0 :0. 00 U ;0:00 )45.12 lJ )0<.'>.0<>
1.1.5 I coordinate WIth :Surveyors 1 $lS.).1U U $U.UU U U. UU U iU.UU 1 $45.12 2 il30.22
l.Z IKepo~ermlt Coordination
1.2.1 !prepare EcologIcal Assessment Report )MU.lSU )llSU.I1. 1. $IU1 .9!S 1. $1 6.\lU I $ ~.).ll. 1 $1,lJ\I.\l2
1.2.2 : AssIst In Preparation ot EKP ApplicatIOn $17U.2U U $U.OU U $1 .UU U :O.UU U m.oo $170.20
1.2.3 Respond to One (1) Round ot RAIs $510.60 0 )U.UU 2 $101 .98 I -$' ,3.45 I $ \.).ll. 11 $n.b.l.>
1.2.4 I CoordinatIOn! MeetIngs $255.3U U $U.UU U $1 M U U.UU U iU.UU $255.3U
Total
Man
Hrs Total Salary [(MHxHR)] 34 $2,893.40 16 $960.64 8 $427.92 6 $380.70 5 $225.60 69 $4,888.26
TOTAL ACTIVITY SALARY COSTS $4,888.26
MISCELLANEOUS OUT-OF-POCKET EXPENSES (LS) " $165.15
NOTE:
LA=LIMITING AMOUNT
LS=LUMP SUM TOTAL - MAXIMUM LIMITING AMOUNT $5,053.41