CN-370000-HW689-DC020B.pdf
PDF 8 MB Posted
- Contract number
- HW689
- Issued by
- Florida
About this file
Summary
This document is a Task Assignment (TA) issued by the State of Florida Department of Environmental Protection (FDEP) to Aptim Environmental & Infrastructure, LLC (APTIM) for environmental remediation services at the Feathers Dry Cleaners & Laundry facility located in Sebring, Highlands County, Florida. The task assignment is issued under Master Contract HW689 and encompasses site assessment activities including soil and groundwater characterization, monitoring well installation, and the preparation of a Site Assessment Report for FDEP's Drycleaning Solvent Cleanup Program (DSCP).
The total contract value for this task assignment is $119,498.49, structured on a fixed unit rate basis with 508 total labor hours estimated. Work is organized into six subtasks: Project Management, Existing Well Sampling, Modified Active Gas Sampling (MAGS), Soil and Direct-Push Technology (DPT) Field Activities, Well Installations, and Site Assessment Report preparation. Services include sampling of six existing monitoring wells, installation of eight MAGS locations with soil sampling, advancement of six hand-augured borings, collection of 24 groundwater samples via DPT at three depth intervals, installation of four additional monitoring wells, and compilation of laboratory analytical results. Invoicing is scheduled according to milestones with deliverables due between August 9, 2024, and December 13, 2024, with the task assignment completion date set for January 31, 2025. The contract includes supporting subcontracts for specialized services including DPT drilling ($12,512), well installations ($4,716), surveying ($8,995), utility locating ($800–$3,850 depending on vendor), and investigative-derived waste transportation and disposal ($125–$1,000 per drum).
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Funding Information:
Org. Code E.O. Object Code Budget Entity Appropriation
Category Grant # Project # Year Amount
Additional Funding Information attached on separate page.
Rev. 8/26/2020
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Task Assignment This Task Assignment (TA) is entered into between the Parties named below, pursuant to Contract Number: .
1. TA Number: TA Completion Date:
TA Description:
2. Parties State of Florida Department of Environmental Protection (Department)
Department Project Manager: Department Project Manager Phone:
Contractor Name: (Contractor ) ntractor’st ’s Project Manager: ontractor’s t’s Project Manager Phone:
3. Project Number:
(If different from TA Number)
Project Location(s):
Project Name:
4. As consideration for the services rendered by Contractor under the terms of this TA, the Department shall pay the Contractor on the following bases, up to the Total TA Value as indicated below:
Fixed Price:
Fixed Unit Rate: (Extended Price)
Cost Reimbursement:
Total TA Value:
5. The Parties agree to comply with the terms and conditions of the underlying the Contract, and the following attachments which are hereby incorporated by reference:
Attachment 1:
Additional Attachments (if necessary):
IN WITNESS WHEREOF, this TA shall be effective on the last date signed below.
State of Florida Department of Environmental Protection
CONTRACTOR Department Name:
Title: Secretary or Designee
(Authorized Signature) (Authorized Signature) Date:
Additional signatures attached on separate page.
HW689
DC020B Completion January 31, 2025
This Task Assignment authorizes APTIM to conduct Site Assessment activities at Feathers Dry Cleaners & Laundry in accordance with the February 1, 2024, Scope of Work, Cost Estimate, and Bid Summary.
Patrick McGrane 850-245-8899 Contractor Aptim Environmental & Infrastructure, LLC (APTIM) Contractor
Contractor Eric Kramer Contractor 813-205-4703
ERIC_4683
2848 U.S. Hwy 27 South (former 2906 U.S. Hwy 27 South) Sebring, Highlands County
Feathers Dry Cleaners & Laundry
Contractor Contractor
✔ $ 119,498.49
$ 119,498.49
Scope of Work
Aptim Environmental & Infrastructure, LLC (APTIM Contractor
Eric Kramer Digitally signed by Eric Kramer Date: 2024.02.14 14:48:15 -05'00'
Teresa Booeshaghi
Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2024.02.14 11:39:47 -05'00'
2/14/2024
N/A
Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment
WC TAFORM
Contract Number:
Task Assignment #:
Deliverables:
Deliverable Deliverable Due Date
Invoice Schedule:
Requirements for Invoice Submittal Amount to be Invoiced
TOTAL COST
Subtask 2 - Existing Monitoring Well Sampling 08/09/2024
Subtask 3 - MAGS Installation + Event, Soil Sampling, Installation of One (1) Shallow Well 08/09/2024
Subtask 4 - Soil + Groundwater DPT Sampling 08/09/2024
Subtask 5 - Monitoring Wells Installation + Sampling 10/11/2024
Subtask 1 & 6 - Project Management; Site Assessment Report 12/13/2024
Subtask 2 - Submittal and FDEP approval of laboratory analytical results, Survey locates $ 22,852.48
Subtask 3 - Submittal and FDEP approval of field forms, logs, MW construction log, MAGS construction logs, laboratory analytical reports $ 26,627.19
Subtask 4 - Submittal and FDEP approval of field logs, final proposed DPT locations, laboratory analytical results $ 33,103.93
Subtask 5 - Submittal and FDEP approval of field logs, Well construction logs + permits, laboratory analytical results $ 16,453.80
Subtask 1 & 6 - Project Management; Submittal and FDEP approval of Site Assessment Report $ 20,461.09
$ 119,498.49
HW689
DC020B
FLORIDA DEPARTMENT OF
Environmental Protection
Bob Martinez Center
2600 Blair Stone Road Tallahassee, FL 32399-2400
Ron DeSantis Governor
Jeanette NNuñez
Lt. Governor
Shawn Hamilton Secretary
Memorandum
TO: Negotiation File
Sebring, Highlands County Feathers Dry Cleaners and Laundry
ERIC_4683
FROM: Patrick McGrane, Project Manager
SUBJECT: Negotiation Summary Task Assignment DC020B (HW689)
DATE: Feb 6, 2024
This Task Assignment authorizes Aptim Environmental & Infrastructure, LLC (APTIM) to conduct Site
Assessment activities and generate a Site Assessment Report at and for the Feather Dry Cleaners and
Laundry site.
The total cost for this project is $119,498.49 with 508 total labor hours. The current task assignment completion date is set for January 31, 2024. All work is to be completed in accordance with the February
1, 2024, Scope of Work.
APTIM may invoice according to the included schedule.
Subtask 1: Project Management
Project Management is automatically calculated as a percentage of total labor in accordance with
Contract HW689.
Subtask 2: Existing Well Sampling
APTIM will sample six (6) existing monitoring wells on site. The five shallow wells and one deep well will be sampled and analyzed using EPA Method 8260 (full list)
Subtask 3: Modified Active Gas Sampling (MAGS)
To locate sources of potential vadose zone contamination, APTIM will perform Modified Active Gas
Sampling (MAGS). Eight MAGS locations will be installed, seen in figure 5 on the included Scope of Work.
Prior to MAGS installation, a soil sample will be collected at each of the proposed locations and will be analyzed using EPA Method 8260. Following soil sampling and vapor extraction well installations, a MAGS event will be performed. All sampled collected will be analyzed using EPA Method TO-15. MAGS wells will remain on site in case a Soil Vapor Extraction (SVE) system is required for remediation. During mobilization and completion of Subtask 3, APTIM will install and subsequently sample one shallow well.
Subtask 4: Soil and DPT Field Activities
Additional soil samples will be taken from the remaining six hand-augured borings to an average of 10 ft bls. Samples will be collected from depths of 6-inches, 2-foot, 4-foot, 6-foot, 8-foot, and 10-foot for fixed laboratory analysis and identification of potential source areas.
To characterize groundwater beneath the facility, 24 total groundwater samples will be collected from the proposed Direct-Push Technology (DPT) boring locations. From said 8 locations, 3 samples will be taken at 15, 30, and 40 ft bls.
Subtask 5: Well Installations
Following the initial site assessment data, APTIM will confer with the FDEP to determine the location of four additional monitor wells. Upon FDEP approval, three shallow wells and one deep well will be installed on site. All the wells on site (six existing, one installed during Subtask 3, and four installed in Subtask 5) will then be sampled and analyzed using EPA Method 8260.
Subtask 6: Site Assessment Report
APTIM will compile and submit a Site Assessment Report (SAR) to the FDEP summarizing site history, previous investigations, site specific characterizations, laboratory results, a conceptual site model, data recommendations, and final conclusions and recommendations.
FD
EP
C
OS
T
ES
TI
MA
TE
C on tra ct or
A pt im E nv iro nm en ta l &
In fr as tru ct ur e, L
LC
D at e:
2/ 1/
T as k
H
W
D
C
0B E
R
IC
_4
S ub T as k
P ro je ct M an ag em en t S ub T as k
6-
R ep or tin g
S ite
Fe at he rs D ry C le an er s
S ub
T as k
2- S ite M ee tin g, S am pl e E xi si tin g
W el ls S ub T as k
A ct iv ity
/P ha se
S A
R S ub T as k
3-
M A
G S
S ub
T as k
P ro je ct
M an ag er
K el ly
C ra in (F
D E
P )/E ric K ra m er (A
P T
IM
S ub
T as k
4- S oi l a nd D
P T
F ie ld A ct iv iti es
S ub
T as k
S ub
T as k
5- Fi na l W el l I ns ta lla tio ns S ub T as k
TT
ot al s
La bo r R at e
C at eg or y $7
1.
PP
ro je ct
M an ag er
E
. K ra m er
.4 $7
1.
En gi ne er
/S ci en tis t 5 E
. K ra m er
$6 6.
En gi ne er /S ci en tis t 5
G . R ob er ts
$5
6.
En gi ne er
/S ci en tis t 4 J.
C he ze
$3
6.
En gi ne er
/S ci en tis t 2 K
. H ow ar d
$3
6.
En gi ne er
/S ci en tis t 2 K
. M cD on al d
$2
5.
En gi ne er
/S ci en tis t 1 T
. F ig ue ro a
$2
8.
En gi ne er
S ci en tis t 1 R
. L in ds ay
$3 8.
En gi ne er in g Te ch ni ci an
A
. E sc ob ar
$3 4.
D es ig ne r 2
S . F er ia nc
$2
9.
Te ch ni ca l P ub lic at io ns
S pe ci al is t 3
H . V in in g
$0
.0
T ot al H ou rs
D ire ct L ab or
$2
2, 7.
$2 ,5
.3
$3
,5
.8
$4 ,2
.5
$4
,2
.4
$2 ,5
.1
$5
,2
.8
$0 .0
$0
.0
$0 .0
$0
.0
O ve rh ea d
.5 8%
$1 9, 1.
$2
,2
.9
$3 ,0
.3
$3
,6
.2
$3 ,6
.9
$2
,1
.9
$4 ,5
.1
$0
.0
$0 .0
$0
.0
$0 .0
G en
A dm in
.3 8%
$4 ,3
.8
$5
.8
$6
.3
$8
.2
$8
.5
$4
.0
$1
,0
.7
$0 .0
$0
.0
$0 .0
$0
.0
Fr in ge
.9 6%
$7 ,1
.2
$8
.5
$1
,1
.5
$1 ,3
.5
$1
,3
.4
$8
.5
$1 ,6
.6
$0
.0
$0 .0
$0
.0
$0 .0
T ot al
L ab or
$5 3, 3.
$6
,1
.5
$8 ,4
.1
$1
0, 4.
$1 0, 9.
$6
,0
.6
$1 2, 6.
$0
.0
$0 .0
$0
.0
$0 .0
T ra ve l
V eh ic le
R en ta l
$2 ,2
.0
$4
.0
$7
.0
$7
.0
$3
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
M ile ag e
C os ts $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
A ir Fa re $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
P er d ie m
H ot el
$3 ,0
.0
$4
.0
$1
,6
.0
$1 ,0
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
T ot al
T ra ve l
$5 ,3
.0
$9
.0
$2
,3
.0
$1 ,7
.0
$3
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S ub co nt ra ct or (E qu ip m en t P ro cu re m en t)
W el l M at er ia ls $1
,4
.3
$0 .0
$1
,4
.3
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
S ub co nt ra ct or
S ub to ta l $1
,4
.3
$0 .0
$1
,4
.3
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
P ro cu re m en t F ee $1
.7
$0
.0
$1
.7
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
T ot al
S ub co nt ra ct or C os t
$1 ,5
.1
$0
.0
$1 ,5
.1
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S ub co nt ra ct or (S er vi ce s
P ro cu re m en t) ril lin g
(C on ve nt io na
l) $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
D ril lin g (N on -c on ve nt io na l)
$1 2, 2.
$0
.0
$0 .0
$7
,7
.0
$4 ,7
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
M ob ile L ab or at or y $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
S ur ve yi ng
$8 ,9
.0
$8
,9
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
ID
W
$1 ,0
.0
$0
.0
$0 .0
$0
.0
$1 ,0
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
U til iti es
$8
.0
$8
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S ub co nt ra ct or S ub to ta l
$2 3, 7.
$9
,7
.0
$0 .0
$7
,7
.0
$5 ,7
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
H an dl in g Fe e $2
,3
.7
$9
.5
$0 .0
$7
.6
$5
.6
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
T ot al S ub co nt ra ct or
C os t $2
5, 7.
$1 0, 4.
$0
.0
$8 ,5
.6
$6
,2
.6
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
La bo ra to ry
A na ly tic al
C os ts $2
1, 4.
$9
.0
$8 ,8
.0
$9
,1
.0
$2 ,1
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
Fa st
T ur na ro un d
C ha rg es
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S am pl e
S hi pp in g $1
.0
$0
.0
$1
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
T ot al
L ab or at or y
$2 1, 4.
$9
.0
$8
,9
.0
$9 ,1
.0
$2
,1
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
Fi el d
E xp en se s
P er so na l P ro te ct io n
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
E xp en da bl es
$5
.0
$8 0.
$1
.0
$2
.0
$8
0.
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
E qu ip m en t ( D ril lin g re la te
d) $1
,5
.0
$0 .0
$0
.0
$1 ,2
.0
$3
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
E qu ip m en t (
A na ly tic al re la te
d) $4
,7
.5
$7
.5
$2 ,3
.0
$1
,0
.0
$5
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
E qu ip m en t (
ID
W re la te
d) $3
.0
$2
.0
$1
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
E qu ip m en t (
O th er
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
T ot al F ie ld
E xp en se s $7
,1
.5
$1 ,0
.5
$2
,5
.0
$2 ,4
.0
$1
,0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
S ub to ta l $1
,1
.1
$6
,1
.5
$2 2, 2.
$2
5, 9.
$3 2, 0.
$1
5, 2.
$1 2, 6.
$0
.0
$0 .0
$0
.0
$0 .0
C om pl et io n Fe e $5
,3
.3
$6
.4
$8
.3
$1 ,0
.4
$1
,0
.9
$6
.5
$1 ,2
.6
$0
.0
$0 .0
$0
.0
$0 .0
T ot al E st im at ed
C os t $1
,4
.4
$6
,7
.0
$2 2, 2.
$2
6, 7.
$3 3, 3.
$1
6, 3.
$1 3, 3.
$0
.0
$0 .0
$0
.0
$0 .0
Pa ge
LEVEL OF EFFORT / EXPENSE WORKSHEET
SITE : Feathers Dry Cleaners
SUBTASK:
DATE: February 01, 2024
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer
Engineer/Scientist 5 G. Roberts 11
Engineer/Scientist 4 J. Cheze
Engineer/Scientist 2 K. Howard 61
Engineer/Scientist 2 K. McDonald
Engineer/Scientist 1 T. Figueroa 22
Engineer/Scientist 1 R. Lindsay Engineering Technician 4 A. Escobar Designer 2 S. Ferianc Technical Publications SpecialisH. Vining
TOTAL LABOR 94
VEHICLE TYPE RATE UNIT USEAGE TOTALS
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 0 $0.00 Van or Truck $480.00 Week 1 $480.00
TOTAL VEHICLE $480.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
Hotel 2 Roney, Figueroa $150.00 Day 1 $300.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noon 2 Roney, Figueroa $30.00 Day 1 $60.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 2 Roney, Figueroa $36.00 Day 1 $72.00
TOTAL PER DIEM $432.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
Survtech Solutions Survey and Benchmark Placement $8,995.00 LS 1 $8,995.00 Site Lines Utility Locate Services $800.00 LS 1 $800.00
TOTAL $9,795.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
EPA Method 8260 (Full List) GW-Existing Wells $150.00 6 0 $900.00 Sample Shipping (Small cooler) $110.00 0 $0.00 Sample Shipping (large cooler) $150.00 0 $0.00
TOTAL LAB $900.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 2 $80.00 Submersible (2-inch) $80.00 Day 1 $80.00 Tubing (LDPE) $0.25 Day 130 $32.50 Total Survey Station $50.00 Day 1 $50.00 Shallow GW Sampling Kit $290.00 Day 2 $580.00 55 Gallon Drums $100.00 each 2 $200.00
TOTAL EQUIPMENT $1,022.50
2-SiteMeeting, Sample Exisiting Wells
Research and Prepare Site Access Agreement for Adjacent Property to the east (4 hrs), Site Work Notifications, Submit Sunshine One Markout Requests (2 hrs). Calculation of Well and Watertable Elevations for Flow Direction (2 hrs), Preparation of Groundwater Flow Map for FDEP (3 hrs).
Onsite Meeting with Property Owner/Property Manager/tenants and perform Utility White-lines for Markouts including travel (12 hrs), Oversight of GPR Utility Subcontract Survey (12 hrs), Oversight of Professional Site Survey (12 hrs). Well Development and GW Sampling Mobilization and Field Event Preparation (2 hrs), Travel to Site (2 hrs), Redevelopment of six exising Monitoring Wells, with Travel (8 hrs), Collection of Groundwater Samples from 6 exisiting wells and Survey Wells (9 hrs), Return Travel (2 hrs), Deliver samples to laboratory (2 hrs).
Travel to site (2 hrs), Redevelopment of six exising Monitoring Wells (8 hrs), Collection of Groundwater Samples from 6 exisiting wells and Survey Wells with travel (8 hrs), Site Restoration, Drum Handling and Labeling (2 hrs). Return Travel (2 hrs).
Note: GW Samples by VOCs by EPA Method 8260 (Full List)
2-Meeting & Well Sampling Page 2 of 6 Copy of HW689 DC020B est (Feathers Cleaners)
SUBTASK:
DATE: February 01, 2024
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 2 Engineer/Scientist 5 G. Roberts 3 Engineer/Scientist 4 J. Cheze
Engineer/Scientist 2 K. Howard 30
Engineer/Scientist 2 K. McDonald 28
Engineer/Scientist 1 T. Figueroa
Engineer/Scientist 1 R. Lindsay 27
Engineering Technician 4 A. Escobar 28
Designer 2 S. Ferianc Technical Publications SpecialisH. Vining
TOTAL LABOR 118
VEHICLE TYPE RATE UNIT USEAGE TOTALS
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 2 $240.00 Van or Truck $480.00 Week 1 $480.00
TOTAL VEHICLE $720.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
Hotel 4 Roney, McDonald, Escobar, Ryan $150.00 Day 2 $1,200.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noon 4 Roney, McDonald, Escobar, Ryan $30.00 Day 1 $120.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 4 Roney, McDonald, Escobar, Ryan $36.00 Day 2 $288.00
TOTAL PER DIEM $1,608.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
Hole Products MAGS/Well Supplies (Casing, Screen, Sand) $1,417.37 LS 1 $1,417.37
TOTAL $1,417.37
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
EPA Method TO-15 (VOC Soil Vapor) $200.00 8 0 $1,600.00 EPA Method 8260 (Full List) Soil $150.00 48 0 $7,200.00 EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 0 0 Contingency $0.00 EPA Method 8260 (VOHs) Leachate $73.00 0 0 Contingency $0.00 EPA Method 8260 (Full List) Well $150.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 $0.00 Sample Shipping (large cooler) $150.00 1 $150.00
TOTAL LAB $8,950.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 4 $160.00 Soil Sampling Kit (concrete) $235.00 Day 2 $470.00 MAGS Investigation Kit $500.00 Day 2 $1,000.00 Tedlar Bags $20.00 bag 5 $100.00 Shallow GW Sampling Kit $290.00 Day 0 $0.00 Encore Sampler $16.00 each 48 $768.00 55 Gallon Drums $100.00 each 1 $100.00
TOTAL EQUIPMENT $2,598.00
2-SiteMeeting, Sample Exisiting Wells
Note: Air Analysis by TO-15, Soil Samples by VOCs by EPA Method 8260 (Full List)
MAGS Testing and Soil Sampling Mobilization and Field Event Preparation (2 hrs), Round Trip Travel for two days to site for MAGS Soil Sampling and Well Installations (4 hrs), Perform Onsite H&S and Scoping meetings (1 hr), Advancement of 8 MAGS Soil Borings for the collection of 48 soil samples at depths of 6", 2', 4', 6', 8' and 10' (8 hrs), Assistance with Installation and Construction of 8 MAGS Testing Wells (7 hrs), Assistance with Installation of 2 Vapor Monitoring Point Locations, including coring (2 hrs), Installation of Interior Monitoring Well, including Coring (3 hrs), Preparation of Soil Boring Logs and MAGS Well Constuction Logs (3 hrs).
MAGS Testing and Soil Sampling Mobilization and Field Event Preparation (2 hrs), Travel Round Trip for MAGS Well Installations (4 hrs), Perform Onsite H&S and Scoping meetings (1 hr), Installation and Construction of 8 MAGS Testing Wells, including coring (7 hrs), Installation of 2 Vapor Monitoring Point Locations, including coring (2 hrs), Perform MAGS Tests at 8 locations and collection of 8 Vapor Samples (10 hrs), Surface and Site Restoration (2 hrs).
Round Trip Travel for two days to site for MAGS Soil Sampling and Testing (4 hrs), Attend Onsite H&S and Scoping meetings (1 hr), Assist with Collection of 8 MAGS Soil Boring Location Samples, for the collection of 48 soil samples at depths of 6", 2', 4', 6', 8' and 10' (8 hrs), Assistance with Installation and Construction of 8 MAGS Testing Wells (5 hrs), Assistance with Installation of 2 Vapor Monitoring Point Locations (2 hrs), Assitance with Installation of Interior Monitoring Well, including Coring (3 hrs), Surface and Site Restoration, Drum Handling and Demobilization (3 hrs), Daily Soil Sample Deliveries to Laboratory (2 hrs).
MAGS testing mob preparation & loadout (2 hrs.), Round Trip Travel for MAGS Testing (4 hrs), Assist MAGS coring and vapor monitoring points through concrete (9 hrs.), construct MAGS vapor extraction wells, Perform MAGS Tests at 8 locations and collection of 8 Vapor Samples (10 hrs), Surface and Site Restoration, Equipment Demobilization (2 hrs).
MAGS Analytical Data and Graph Reviews for Reporting to FDEP (2 hrs) Summarize MAGS and MAGS Soil Data for Preliminary Reporting to FDEP (3 hrs).
3-MAGS Page 3 of 6 Copy of HW689 DC020B est (Feathers Cleaners)
SUBTASK:
DATE: February 01, 2024
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 2
Engineer/Scientist 5 G. Roberts
Engineer/Scientist 4 J. Cheze
Engineer/Scientist 2 K. Howard
Engineer/Scientist 2 K. McDonald Engineer/Scientist 1 T. Figueroa Engineer/Scientist 1 R. Lindsay
Engineering Technician 4 A. Escobar
Designer 2 S. Ferianc Technical Publications Speciali H. Vining
TOTAL LABOR 106
VEHICLE TYPE RATE UNIT USEAGE
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 2 $240.00 Van or Truck $480.00 Week 1 $480.00
TOTAL VEHICLE $720.00
PER DIEM STAFF RATE UNIT USEAGE
Hotel 2 Roney, Escobar $150.00 Day 1 $300.00 Hotel 1 Roney $150.00 Day 3 $450.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noon 2 Roney, Escobar $30.00 Day 1 $60.00 Day 1-Leave between 6 - Noon 1 Roney $30.00 Day 1 $30.00 Day 1-leave before 6:00 PM 1 $19.00 Day 0 $0.00 Day 2 Roney, Escobar $36.00 Day 1 $72.00 Day 1 Roney $36.00 Day 3 $108.00
TOTAL PER DIEM $1,020.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
Groundwater Protection DPT Drilling $7,796.00 Lump 1 $7,796.00
TOTAL $7,796.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
EPA Method TO-15 (VOC Soil Vapor) $200.00 0 0 $0.00 EPA Method 8260 (Full List) Soil $150.00 36 0 $5,400.00 EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 0 0 Contingency $0.00 EPA Method 8260 (VOHs) Leachate $73.00 0 0 Contingency $0.00 EPA Method 8260 (Full List) DPT Groundwater $150.00 24 0 $3,600.00 EPA Method 8260 (Full List) Well/Piezometers $150.00 1 0 $150.00 EPA Method 8260 (Full List) IDW $150.00 0 0 $0.00 EPA Method 6010 (As, Cd, Cr and Pb) IDW $52.00 0 0 $0.00 EPA Method 1311 TCLP Extraction (Zero Headspace Method/VOCs)-Solid $55.00 0 0 $0.00 EPA Method 1311 TCLP Extraction (Bottle Extraction for Metals)-Solid $45.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 $0.00 Sample Shipping (large cooler) $150.00 0 $0.00
TOTAL LAB $9,150.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 6 $240.00 Soil Sampling Kit (concrete) $235.00 Day 2 $470.00 Monitor Well Installation Kit $325.00 Day 0 $0.00 Total Survey Station $50.00 Day 1 $50.00 Shallow GW Sampling Kit $290.00 Day 4 $1,160.00 Encore Sampler $16.00 each 36 $576.00 55 Gallon Drums $100.00 each 0 $0.00
TOTAL EQUIPMENT $2,496.00
Finalize Proposed DPT Locations (1 hr), Finalize Proposed Piezometer Locations (1 hr).
Contacting Property Owner, Property Manager, Tenant and/or Offsite Property Owner of Proposed Sampling Schedule and Confirming Access (2 hrs), Compilation of Field Soil Analytical Data, Preparation of Soil Summary Maps for FDEP (3 hrs), Preparation and Review of Cross Section from DPT Core for Recommendations of Proposed GW Sampling Depths with FDEP (3 hrs). Prepare Map of Final Proposed DPT Locations (1 hr).
3-MAGS
Soil and Groundwater Samples by VOCs by EPA Method 8260 (Full List)
Remaining Soil Sampling Field Event Preparation and Mobilization (2 hrs), Round Trip Travel to site (4 hrs), Collect Remaining Soil Samples at 6 locations including, Coring, Collection of 36 Soil Samples (8 hrs), Survey Interior Well (1 hr), DPT Drilling Field Event Preparation and Mobilization (2 hrs), Travel to Site (2 hrs), Installation of two DPT Macrocore to 60 ft bls, DPT Groundwater Sampling at 8 locations (40 hrs), Daily DPT and Piezometer Groundwater Chain of Custody preparation, Sample Packaging (3 hrs), Preparation of Soil Boring and Well Construction Logs (4 hrs), Preparation of Summary Tables and Figures of Groundwater Sampling Results for Preliminary
Collect Remaining Soil Samples at 6 locations including Travel, Coring, Collection of Soil Samples (12 hrs), Survey Interior Well (1 hr), Site Restoration, Drum Labeling (2 hrs), Soil Sample Packaging, Chain of Custody and Sample Delivery to Laboratory (2 hrs), Groundwater Sampling of interior monitoring well with Travel (6 hrs).
4-Soil & DPT Field Page 4 of 6 Copy of HW689 DC020B est (Feathers Cleaners)
SUBTASK:
DATE: February 01, 2024
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 2
Engineer/Scientist 5 G. Roberts
Engineer/Scientist 4 J. Cheze
Engineer/Scientist 2 K. Howard
Engineer/Scientist 2 K. McDonald Engineer/Scientist 1 T. Figueroa Engineer/Scientist 1 R. Lindsay
Engineering Technician 4 A. Escobar
Designer 2 S. Ferianc Technical Publications SpecialisH. Vining
TOTAL LABOR 60
VEHICLE TYPE RATE UNIT USEAGE
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 3 $360.00 Van or Truck $480.00 Week 0 $0.00
TOTAL VEHICLE $360.00
PER DIEM STAFF RATE UNIT USEAGE
Hotel 0 $150.00 Day 0 $0.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noon 0 $30.00 Day 0 $0.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 0 $36.00 Day 0 $0.00
TOTAL PER DIEM $0.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
GW Protection Well Installations $4,716.00 LS 1 $4,716.00 Erwin Remediation IDW T&D Solid&Liquid Drums $125.00 LS 8 $1,000.00
TOTAL $5,716.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
EPA Method TO-15 (VOC Soil Vapor) $200.00 0 0 $0.00 EPA Method 8260 (Full List) Soil $150.00 0 0 $0.00 EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 0 0 Contingency $0.00 EPA Method 8260 (VOHs) Leachate $73.00 0 0 Contingency $0.00 EPA Method 8260 (Full List) Wells $150.00 11 0 $1,650.00 EPA Method 8260 (Full List) IDW $150.00 2 0 $300.00 EPA Method 6010 (As, Cd, Cr and Pb) IDW $52.00 2 0 $104.00 EPA 1311 TCLP Extraction (Zero Headspace Method/VOCs)-Soil IDW $55.00 1 0 $55.00 EPA 1311 TCLP Extraction (Bottle Extraction/Metals)-Soil IDW $45.00 1 0 $45.00 Sample Shipping (Small cooler) $110.00 0 $0.00 Sample Shipping (large cooler) $150.00 0 $0.00
TOTAL LAB $2,154.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 2 $80.00 Soil Sampling Kit (concrete) $235.00 Day 0 $0.00 Monitor Well Installation Kit $325.00 Day 1 $325.00 Total Survey Station $50.00 Day 1 $50.00 Shallow GW Sampling Kit $290.00 Day 2 $580.00 Encore Sampler $16.00 each 0 $0.00 55 Gallon Drums $100.00 each 0 $0.00
TOTAL EQUIPMENT $1,035.00
Well Installation Mobilization (2 hrs), Round Trip Travel to the Site (4 hrs), Installation of final well network of 3 shallow/1 deep (12 hrs). Collection of Final Groundwater Samples from 11 wells with travel and Survey Wells (12 hrs), Deliver final samples to laboratory (2 hrs), Preparation of Well Construction Logs (2 hrs).
Collection of Final Groundwater Samples and IDW Samples, with Travel, Survey Wells, Site Restoration, Collect IDW Samples, Drum Handling (14 hrs), Chain of Custody Completion, Packaging and Delivery of FDEP PFAS Samples to Shipper (2 hrs)
Groundwater Samples by VOCs by EPA Method 8260 (Full List)
4-Soil and DPT Field Activities
Prepare Recommendations for Final Well Locations (2 hrs)
Property Owner, Property Manager, Tenant Site Work Notifications (1 hr), Prepare Proposed Well Location Maps and Recommendations (3 hrs), Preparation of PFAS Well Recommendations for FDEP Approval and Order Kit from FDEP Laboratory (2 hrs) Characterization and Waste Profile for Transportation and Disposal of IDW Drums (2 hours).
5-Final Well Installations Page 5 of 6 Copy of HW689 DC020B est (Feathers Cleaners)
SITE :
SUBTASK:
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer
Engineer/Scientist 5 G. Roberts
Engineer/Scientist 4 J. Cheze
Engineer/Scientist 2 K. Howard
Engineer/Scientist 2 K. McDonald
Engineer/Scientist 1 T. Figueroa Engineer/Scientist 1 R. Lindsay Engineering Technician 4 A. Escobar Designer 2 S. Ferianc 8
Technical Publications Specia H. Vining 6
TOTAL LABOR 94
VEHICLE TYPE RATE UNIT USEAGE TOTALS
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 0 $0.00
TOTAL VEHICLE $0.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
Hotel 0 $110.00 Day 0 $0.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noo 0 $30.00 Day 0 $0.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 0 $36.00 Day 0 $0.00
TOTAL PER DIEM $0.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
$0.00
TOTAL $0.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method 8270 (PAHs) Soil $110.00 0 0 $0.00 EPA Method 8290 (Dioxins&Furans) Soil $950.00 0 0 $0.00 EPA Method 6010 (Total Arsenic) Soil $13.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 $0.00 Sample Shipping (large cooler) $150.00 0 $0.00
TOTAL LAB $0.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 0 $0.00 Global Positioning System (Handheld G $175.00 Day 0 $0.00 55-gallon Drum $100.00 each 0 $0.00
TOTAL EQUIPMENT $0.00
Vapor Data Tabulation (3 hrs), Step Test and Radius of Influence calculations and graphs (3 hrs)
General Report Drafting Report Document Production, Formating Tables and Text, Compilation into Adobe Format for Submittal
Compilation of Logs and Prepartion of SAR Cross Sections, Preparation of Physiography, Regional Geology and Regional Hydrogeology Sections, Preparation of Conceptual Model based on Findings, Preparation of Laboratory QA/QC Summary and Data Recommendations, Preparation of Site Assessment Conclusions, Recommendations for Assessment (24 hrs).
Feathers Dry Cleaners
Preparation of MAGS Assessment Findings text (4 hrs), Revise and Provide Edits to Site Assessment Report (5 hrs), Preparation of Deliverable Email and Submittal of Report (1 hr)
Preparation of SAR text including, Operational History, Previous Investigations, Site Specific Soil and Groundwater Site Characterization, Preparation of Tables, Preparation of Draft Soil, Groundwater Flow and Analytical Summary Figures, Preparation of Assessment Findings (lithologic borings, soil borings, DPT Sampling, Piezometer and Monitoring Well Installations, Groundwater Sampling) (40 hrs).
5-Final Well Installations 2/1/2024
Proposed Scope of Work Feathers Dry Cleaners & Laundry 2848 U.S. Hwy 27 South (former 2906 U.S. Hwy 27 South) Sebring, Highlands County, FL 33870 Site Assessment and Reporting Task Assignment DC020B ERIC_4683 (Former Facility No. 289600684) Aptim Environmental & Infrastructure, LLC February 1, 2024
The following is the proposed scope of work for DC020B for the Feathers Dry Cleaners & Laundry facility located in Sebring, Highlands County, Florida. The proposed scope of work under Task Assignment DC020B includes the onsite assessment of soil and groundwater, as well as the preparation of a SAR summarizing the findings of the investigation. Maps showing the proposed soil and groundwater sampling locations, are attached for convenience.
Subtask 1-Project Management Project management hours are calculated based on the labor hours anticipated in the scope of work.
Subtask 2-Meeting & Well Sampling Preliminary Site Activities A preliminary meeting will be held at the former drycleaning site, primarily to meet onsite and discuss the proposed scope of work to be performed with the property owner or representative and current coin laundry tenant. Prior to the site visit, an access request will be submitted to the adjacent property to the east, which will likely be necessary to complete the assessment.
Since known underground utilities exist surrounding the former drycleaner, a geophysical survey including ground-penetrating radar and electromagnetic induction will be performed to mark and document all the onsite utilities.
The preliminary site assessment activities will also include the oversight of a professional site survey and placement of benchmarks referenced to NAVD88 east and west of the former drycleaning space.
Sample Existing Monitoring Wells During the preliminary site visit, six (6) monitoring wells were located on the property. Based on the site map included with the DSCP application, the monitoring wells located were identified as MW-6, MW-7, MW-13, MW-14, MW-16D, and MW-19, all 2-inch diameter wells. Subtask 3 includes redevelopment of the existing monitoring wells for gauging and the collection of groundwater samples for laboratory analysis. The shallow monitoring wells are installed generally to a depth of 18 ft bls (depth to groundwater 8 to 13 ft bls), and the deep well (MW-16D) is installed to a depth of 40 ft bls. The groundwater samples will be submitted to a State of Florida-certified fixed-base laboratory for analyses by EPA Method 8260 (full list). Existing monitoring well locations are shown on Figure 2.
Subtask 3-Modified Active Gas Sampling The initial soil assessment activity at the site will include performing modified active gas sampling (MAGS) to locate potential source areas at the site. The test should assist in identifying the locations of any suspected soil and groundwater areas that deserve additional investigation. APTIM proposes eight (8) MAGS locations inside and surrounding the space occupied by the drycleaner, as shown on Figure 5.
The MAGS extraction points will be installed with a 4-inch concrete core machine and a 3-inch auger to place a 9-foot screened interval from 1 to 10 ft bls. If the groundwater is encountered at a depth deeper or shallower than the anticipated interval, the MAGS screened interval may be adjusted to place the base of the screen to within 12-inches of the depth to groundwater. The locations will be screened continuously with a photo-ionization detector (PID) in accordance with the MAGS procedures, and an active gas sample will be collected at the end of the test for analysis by a fixed laboratory for analysis by Modified EPA Method TO-15.
Prior to the installation of the eight (8) MAGS wells, the soil samples will be collected at each location from depths of 6-inches, 2-foot, 4-foot, 6-foot, 8 foot and 10 foot for fixed laboratory analysis. The location of the proposed MAGS soil samples is shown on Figure 6. The laboratory samples will be analyzed by Environmental Protection Agency (EPA) Method 8260 analysis for the presence of VOCs (full list) by a fixed based laboratory. Additional material will be collected from each sample location (Encores) for possible SPLP extraction (EPA Method 1312) and analysis of the leachate for volatile organic halocarbons (VOHs) by EPA Method 8260.
Following the soil sampling and vapor extraction well installations, the MAGS testing will be performed.
During the initial MAGS test, a soil vacuum extraction (SVE) step test will be performed at one location to obtain data which can be used for SVE design, if needed. In addition, the test will determine the relationship of groundwater entrainment and vacuum extraction, if within the capacity of the test equipment. During the step test and MAGS testing, two (2) vapor monitoring points (VMPs) will be hand installed at select locations (Figure 5) to allow for collection of vacuum measurements at a distance of 5 ft and 10 ft from the vacuum extraction well being tested. The VMPs will be 1-inch diameter, with a total depth, screen interval and sand pack intervals similar to the larger diameter extraction wells.
The MAGS wells will be left in place for possible future use in the event active remediation is required, such as SVE at the site. The wells will be capped, covered with fine sand, and grouted to seal the surface. The grout seal can easily be removed for future access to the well screens. The VMPs will be removed upon completion of the vacuum extraction test.
While onsite, one shallow well will be hand-installed, inside the building at the location shown on Figure 5. The shallow well will also be constructed of 1-inch diameter PVC with 10 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack and installed as deep as possible, or to 18 ft bls, dependent on the depth to groundwater encountered at the site. Thereafter, the well will also be sampled for VOCs (full list) to obtain preliminary groundwater analytical data by utilizing a fixed laboratory.
Subtask 4-Soil & DPT Field Activities DPT Lithologic Core To develop a lithologic cross-section of the site, two (2) continuous soil cores will be installed to approximately 60 ft bls or to refusal. The two lithologic macro-cores® will be installed by DPT drilling.
The continuous soil core will be visually characterized and logged onsite by a geologist. Special attention will be devoted to the identification of any clay-bearing and/or other low permeable strata that may serve as a confining or semi-confining layer. A qualitative moisture assessment will also be logged throughout the entire bore (wet and dry sections). The findings of the lithologic core will be used to construct the appropriate direct push sampling intervals. The proposed locations for the two lithologic borings are shown on Figure 4.
Soil Sampling Subtask 4 includes the advancement of the remaining six (6) hand-augered borings to an average depth of 10 ft bls to the water table or to the zone of collapse, whichever is first. A lithologic log will be prepared from the notes at each bore. Soil samples will be collected from depths of 6-inches, 2-foot, 4-foot, 6-foot, 8-foot, and 10-foot for fixed laboratory analysis and identification of potential source areas. The location of the proposed soil samples are shown on Figure 6. The laboratory samples will be analyzed by Environmental Protection Agency (EPA) Method 8260 analysis for the presence of VOCs (full list) by a fixed based laboratory. Additional material will be collected from each sample location (Encores) for possible SPLP extraction (EPA Method 1312) and analysis of the leachate for volatile organic halocarbons (VOHs) by EPA Method 8260.
DPT Groundwater Sampling Groundwater beneath the facility will be characterized by collecting three discrete groundwater samples from proposed direct-push technology (DPT) boring locations. Groundwater samples will be collected from eight (8) DPT locations using a GeoProbe® screen point sampler. The sampler will be advanced to the target depths of approximately 15, 30, and 40 ft bls for a total of 24 groundwater samples. The exact depth of groundwater sampling will be adjusted according to potential semi-confining layers identified during previous assessment activities including the lithologic borings. The groundwater samples will be submitted to a fixed laboratory for analysis by EPA Method 8260 for the presence of VOCs (full list).
Onsite DPT groundwater sample locations are shown on Figure 7.
Subtask 5-Well Installations After conferring with the FDEP to determine the necessary locations and depths for monitoring wells, based on the site-specific assessment data, three (3) additional shallow and one (1) deep monitoring well will be installed at the site. The shallow wells will be installed similar to the piezometers, with a direct push drilling rig. The shallow wells will be similarly constructed of 1-inch diameter PVC with 10 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack and installed to a 18 ft total depth, dependent on the depth to groundwater encountered at the site.
The deep well will be installed by direct push to an estimated total depth of 40 ft bls. The well will be constructed of 1-inch diameter PVC with 5 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack installed from 35 to 40 ft bls. A two to three foot fine silica sand seal will be installed above the screen and the remaining annulus will be tremie grouted to just below the surface.
Locations and actual installation depths for the monitoring wells will be discussed and approved by the FDEP prior to installation. The proposal funding is currently limited to the 4 additional wells discussed above. If additional wells are deemed necessary, a change order for the additional scope will be requested.
Well Sampling Groundwater samples will be collected from the existing 6 monitoring wells, the hand installed interior monitoring well (1) and the recently installed shallow and deep monitoring wells (4) and submitted to a State of Florida-certified fixed-base laboratory for analyses by EPA Method 8260 (full list). In addition, the proposed scope of work includes the collection of samples from up to four (4) selected monitoring wells or piezometers for analysis by DEP SOP: LC-001-3 at the FDEP State Laboratory for PFAS constituents.
During the well sampling event, soil and aqueous samples of the generated investigative-derived waste (IDW) will be sampled for characterization and disposal. Characterization soil samples will be collected for TCLP Extraction by EPA Method 1311 and leachate analysis will be performed by EPA Method 8260 (full list) and the RCRA four metals arsenic (As), cadmium (Cd), chromium (Cr) and lead (Pb) by EPA Method 6010. Liquid IDW samples will be submitted for the same analysis as the soil.
Subtask 6-SAR Reporting The soil and groundwater results will be compiled and summarized in a Site Assessment Report, prepared in accordance with the requirements of Chapter 62-780, the Contaminated Site Cleanup Criteria.
Field activities will commence in March 2024, upon approval of the task assignment. The initial field activities will be scheduled for completion by July 26, 2024. Following review of the preliminary data, the well network will be installed and sampling results for FDEP review should be completed before September 20, 2024, and the completed SAR report should be submitted by November 29, 2024. A Task Completion date should be set for December 31, 2024, to allow for review and approval of the SAR, which will be signed and sealed upon submittal.
APTIM proposes to perform this scope of work in accordance with the terms and conditions of the contract executed between APTIM Environmental & Infrastructure, LLC and Florida Department of Environmental Protection No. HW689. APTIM will begin the proposed scope of work upon issuance of the Task Assignment Notification.
If you have any questions, please contact us for clarification.
SITE LOCATION MAP
LOCATION
SITE
C
N T
E R
S
IT
E M
S O
U T
H G
A T
E S
H O
P P
IN
G
A U
N D
R Y
S
IT
E P
L A
N F
O R
M E
R F
E A
T H
E R
S D
R Y
C L
E A
N E
R
O P
O S
E D
L
IT
H O
L O
G
IC
B O
R
C A
T
IO
N M
O P
O S
E D
M O
D
IF
IE
D
A C
T
IV
E G
A S
S A
M P
L E
L O
C A
T
IO
N M
O P
O S
E D
S O
IL
B
O R
IN
G
L O
C A
T
IO
N M
O P
O S
E D
D P
T P
U S
H G
R O
U N
D W
A T
E R
S A
M P
L E
L O
C A
T
IO
N M ay s E st im ed ot al s
E st im s E st im s
E st im
3.
Lu m p $7
,7
.0
Lu m p
$1 0, 5.
Lu m p $1
4, 0.
Lu m p
$1 1, 5.
Lu m p $4
,7
.0
Lu m p
$4 ,5
.0
1.
Lu m p
$9 ,0
.0
Lu m p $5
,7
.0
U ni ts U ni t P ric e
T m ou nt
U ni ts
U ni t P ric e T
U ni ts U ni t P ric e
T
$4 4.
$3
.0
In cl ud ed in
D ru m D is po sa l C os t
$1
.4
$4
.6
$1
.0
$5
.0
$1
.4
$4
.6
$1
.0
$5
.0
$2
.6
$2
.6
$1
,1
.8
N o
Bi d
R es po ns e $1
,0
.0
Es tim at ed
T ot al
D ru m s
B id
$8
.0
$3 ,8
.0
$1
,5
.0
N o
Bi d
B id
$1 ,4
.3
$1
,6
.8
N o
Bi d
B id
$8 ,9
.0
$2 3, 5.
N on e
T ot al
D ru m s
Pr ef er re d D ril lin g So lu tio ns
G
PR
S ur ve y
U S
Ec ol og y
ID
W
D is po sa l Se rv ic es
Ite m
D es cr ip tio n
Er w in R em ed ia tio n En vi ro
Se rv e
$1 4, 0.
B id
S um m ar ie s
Fe at he rs
D ry
C le an er s an d La un dr y
U
.S . 2
So ut h
(fo rm er
U .S
. 2
So ut
h) Se br in g, H ig hl an ds
C ou nt y, F lo rid a
FD
EP
S ite N o.
E
R
IC
_4
(F or m er F
AC
ID
4)
Au gu st
, 2
G ro un dw at er
P ro te ct io n
A m bi en t T ec hn ol og y
$1 2, 2.
To ta l D ru m s
To ta l D ru m s To ta ls
PT
D ril lin g
Se rv ic es
Ite m
D es cr ip tio n
Se rv ic es
(M ob iliz at io n
1) Se rv ic es (M ob iliz at io n 2)
Es tim at ed
T ot al D ru m s
Ea rt h Te ch D ril lin g
To ta l D ru m s $1
7, 0.
Ve nd or
Ve nd or
Ve nd or
Pi ck up /T ra ns po ra tio n
D is po sa l ( liq ui d)
Ad di tio na l
D is po sa l ( so il)
To ta ls
Su rv
Te ch
S ol ut io ns , I nc
H ol e Pr od uc ts At la nt ic S up pl y D ril le rs S er vi ce In c.
Si te
L in es G
PR
S
G eo
Te k
G eo
Vi ew
W el l S up pl ie s
Pr of es si on al
S ur ve y
Request for Quotation (RFQ) FDEP Hazardous Waste Cleanup Section (HWCS)
DPT Cores, DPT GW Sampling and Well Installations
RE: Feathers Dry Cleaners and Laundry (Former) 2848 US 27 South (former 2906 US 27 South) Sebring, Highlands County, Florida 33870 ERIC_4683 (Former FAC ID No. 289600684)
Vendors:
SECTION 1
You are hereby invited to submit a quotation in accordance with the instructions and items below in support of Aptim Environmental & Infrastructure, Inc. (APTIM), www.aptim.com.
Please submit your complete proposal, prepared as specified herein, to APTIM by close of business 8/2/23.
Proposal submission before or on the required date by e-mail is acceptable.
SECTION 2
YOUR PROPOSAL SHOULD INCLUDE THE FOLLOWING: The omission of any of the following may deem your response as non-responsive. Note, for regular bidders only provide the following red highlighted, if the information has not been submitted within the last month.
A. Submit your proposal on the Attached Lump Sum DPT Drilling Quote Form. You may include additional backup as required.
B. Schedule of values (individual hourly rates) C. Your proposal is valid for 120 days.
D. Provide Insurance Certificate, show evidence that your Workman’s Comp insurance is valid in
Florida (if not on file with APTIM).
E. Provide Experience Modification Rate (EMR) certified by your carrier for Workmen’s Comp (if not on file with APTIM).
F. Please identify any restrictions on your ability to meet the period of performance.
SECTION 3
REQUIREMENT AND SCHEDULE:
Technical issues will be addressed by the Project Manager, Gregg Roberts at 813-612-3687 or gregg.roberts@aptim.com.
General
1. Drilling locations have the potential for exposure to chlorinated solvents. Assume Level D PPE, with APTIM conducting health and safety monitoring.
2. Sunshine Utility mark outs must be requested and performed prior to the work being performed. In addition, the drilling contractor will also hand auger each location to a depth of 10 feet or to refusal (but not less than 5 ft bls) below the surface to check for utilities.
3. Property access arrangements will be made by APTIM. However, the drilling contractor is responsible for any necessary State or Local drilling permits, including Water Management District requirements.
4. The former Feathers Dry Cleaners & Laundry location, which is currently a coin laundry facility, is located in a single-story building which is located along Highway 27 S in the Southgate Publix Shopping Center. The Southgate Publix Shopping Center is bounded by US Highway 27 South to the south, US Highway Alt 27 to the east and Southeast Lakeview Drive to the northwest.
5. Water and electricity should be available from the current property owner/operator. APTIM will have more information regarding access to water and power before the work begins. \
6. Drilling will be performed in site parking and access areas. Drillers are to provide and utilize safety vests and cones in pedestrian, active parking and vehicle traffic areas.
7. Drilling equipment must be properly decontaminated between locations in accordance with FDEP 2017 DEP-SOP-001/01 Standard Operating Procedures for Field Activities procedures.
8. Driller to provide NEW 55-gallon drums for all IDW containment (decon fluids, soil, and groundwater purge water). At the end of the project, all drums are to be consolidated to one location at the rear (north side) of the former cleaners.
9. Approximate start and completion date of the project is October or November 2023.
Specific:
The site location:
The Feathers Dry Cleaners & Laundry is located in Sebring, Florida and listed on the DSCP application and eligibility letter as located at 2906 US Highway 27 S (currently listed in Highlands County Property Appraiser as 2848 US Highway 27 S) in Sebring, Highlands County, Florida.
The Feathers Dry Cleaners & Laundry location is currently a coin laundry facility, and is located in a single-story building which is located along Highway 27 South in the Southgate Publix Shopping Center.
The property was originally developed in 1962.
The former Feathers Dry Cleaners & Laundry was accepted into the Drycleaning Solvent Cleanup
Program in 1998 under FDEP Facility Identification Number 289600684 (now listed as ERIC_4683). The work is being performed for the FDEP Waste Cleanup Section.
Based on the historical site screening report in the FDEP files, the Feathers Dry Cleaners began operating in 1963 and operated for some time until the facility was documented as a drop-off only facility in 1993 (possibly 30 years). The site remains Feathers Dry Cleaning & Laundry, however the business is a coin laundry and does not operate drycleaning activities onsite.
Scope-of-Work: For bidding purposes, please consider the following scope of work for the site:
1. Advance two (2) Lithologic Cores:
a. Installation of one (1) continuous soil cores by direct push to 100 ft bls (or first refusal). The Macro core will be installed to identify the depth to groundwater and log the lithology at the boring location. Upon completion of the lithologic core, the borehole must be properly abandoned by tremie-grouting the hole under pressure from the bottom to the surface. The approximate proposed location of the DPT lithologic core is shown on the attached figure.
2. Outdoor DPT Groundwater Sampling (Exterior):
a. Eight (8) outdoor DPT groundwater locations are proposed within the parking areas and offsite surrounding the former cleaners. Three (3) screen point groundwater samples will be collected from each location at approximately 15, 30, and 40 ft bls for the collection of a groundwater samples.
b. All bores, including DPT groundwater locations will be properly abandoned by tremie-grouting the hole under pressure from the bottom up.
c. Please include all equipment and supplies, pumps, tubing, foot valves, connectors, and miscellaneous materials necessary for the collection of the groundwater samples. Sample containers will be provided by the laboratory.
d. The proposed locations for the DPT groundwater sampling are shown in the attached figures.
3. Additional Monitoring Well Installations (Separate Mobilization):
a. Note that the installation of wells will be performed separately from the DPT groundwater sampling, therefore, the Driller should include a separate mobilization for the well installations.
b. After conferring with the FDEP, the quote should include the installation of three (3) additional shallow wells and one (1) deep monitoring well.
c. The shallow wells will be installed similar to the piezometers, utilizing a direct push drilling rig.
The shallow wells will also be similarly constructed of 1-inch diameter PVC with 10 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack and installed to a 18 ft total depth or shallower, dependent on the depth to groundwater encountered at the site. The wells will also be flush mounted within 8-inch diameter steel bolt-down manholes.
d. The deep well will also be installed by direct push to an estimated total depth of 40 ft bls. The well will be constructed of 1-inch diameter PVC with 5 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack installed from 35 to 40 ft bls. A two to three foot fine silica sand seal will be installed above the screen and the remaining annulus will be tremie grouted to just below the surface. The deep well will also be flush mounted within 8-inch diameter steel bolt-down manholes.
e. The location of the final wells has not determined at this time.
Please call Gregg Roberts at (863) 670-0215 should you have any questions.
Provide the following:
1. All bidders please include the make and model of the rig intended to perform this scope-of-work.
2. Note that the actual construction and depth of the shallow wells will be dependent on the depth to shallow groundwater determined in the field.
3. Also note that all IDW will need to be consolidated to a designated area for future characterization, removal and disposal.
3. All…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .