CN-370000-HW689-DC32ACO1.pdf
PDF 4 MB Posted
- Contract number
- HW689
- Issued by
- Florida
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. 8/17/2020
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Task Assignment Change Order This Change Order is entered into between the Parties named below and amends the Task Assignment (TA) and any previous TA Change Orders (TACO) as follows:
1. TA Number: TACO Number: Contract Number:
TACO Description:
2. Parties State of Florida Department of Environmental Protection (Department)
Department’s Project Manager: Department’s 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 Name:
4. There are no changes to the TA compensation.
The compensation of the TA is changed to the amounts indicated below:
Amended Price Price Prior to TACO Fixed Price:
Fixed Unit Rate: (Extended Price)
Cost Reimbursement:
Total TA Value:
There are no changes to the TA Expiration Date.
The TA Completion Date is changed from ______________ to ______________ (a total of ______ days).
6. There are no changes to the Attachments.
Attachment ___ is replaced with Attachment -____.
7. No Additional Changes.
Additional Changes:
8. All other terms and conditions of the TA remain in effect. If and to the extent that any inconsistencies may appear between the TA and this TACO, the provisions of this TACO shall control.
IN WITNESS WHEREOF, this TACO 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.
DC032A 1 HW689
Nicole Knutson 850-245-8763 Contractor APTIM Environmental & Infrastructure, LLC Contractor
Contractor Eric Kramer Contractor 407-287-3216
ERIC_4554
Prestige Cleaners (former)
✔ $ 107,838.28 $ 105,612.08
$ 107,838.28 $ 105,612.08 ✔ Completion
Completion 01/16/2026 01/16/2026 0
✔ 1 1 1
Contractor
Kramer, Eric K Digitally signed by Kramer, Eric K Date: 2025.08.27 16:20:16 -04'00' Tim Bahr Digitally signed by Tim Bahr
Date: 2025.08.27 15:01:43 -04'00'
This Change Order reconciles WCDs 1 & 2, reduces subcontractor and analytical costs, and adjusts labor hours based on actual field hours.
Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment
Contract Number:
Task Assignment #:
Deliverables:
Deliverable Deliverable Due Date
Invoice Schedule:
Requirements for Invoice Submittal Amount to be Invoiced
TOTAL COST
HW689
DC032A
$ 107,838.28
Subtask 2: MAGS and Soil Sampling Field Notes Package, including boring logs and analytical report
Subtask 3: DPT Groundwater Sampling and Field Notes Package, including drilling logs, analytical report, and email summary with recommendations
Subtasks 4, 5, 6, & 1: Site Assessment Report, including PFAS sampling results and recommendations & PM
Upon DEP approval of Subtask 2: MAGS and Soil Sampling Field Notes Package, including boring logs and analytical report
Upon DEP approval of Subtasks 4, 5, 6, & 1: Site Assessment Report, including PFAS sampling results and recommendations & PM
Upon DEP approval of Subtask 3: DPT Groundwater Sampling and Field Notes Package, including drilling logs, analytical report, and email summary with recommendations
08/01/2025
09/01/2025
11/03/2025
$ 23,017.32
$ 46,969.02
$ 37,851.94
Memorandum
TO: ERIC_4554
Prestige Cleaners (former)
FROM: Nicole Knutson, Project Manager
SUBJECT: Negotiation Summary
HW689 DC032A-1
DATE: August 25, 2025
This Change Order reconciles WCDs 1 & 2, reduces subcontractor and analytical costs, and adjusts labor hours based on actual field hours. WCD 1 authorized APTIM to travel to the site to disengage the subslab decompression system. WCD 2 authorized APTIM’s laboratory to perform SPLP extraction and analysis of leachate.
Total task amount has increased from $105,612.08 to $107,838.28. The difference between the revised cost and the original cost is $2,226.20. APTIM’s time, labor, and subcontractor costs for these activities have been reviewed and are appropriate. The level-of-effort and cost estimate are reasonable for the scope of services. Final deliverable due date remains November 3, 2025. Task completion date remains January 16, 2025.
FD
EP
C O
ST
E
ST
IM
A
TE
C on tra ct or
A pt im E nv iro nm en ta l &
In fra st ru ct ur e, L
LC
D at e:
8/
/2
Ta sk
H W
D C
2A
T A
C O
S ub
Ta sk
1:
P ro je ct
M an ag em en t
S ub
Ta sk
6-
A dd iti on al P
FA
S
S am pl in g
R ep or tin g
S ite
P re st ig e
C le an er s (fo rm er
E
R
IC
_4
S ub Ta sk
2:
S ite M ee tin g, M
A G
S /S oi l, S ur ve y
S am pl e E xi st in g
W el ls S ub Ta sk
A ct iv ity
/P ha se
S A
R S ub Ta sk
3:
D
P T
S oi l a nd
G ro un dw at er
F ie ld A ct iv iti es
S ub
Ta sk
P ro je ct
M an ag er
N ik ki
K nu ts on
(F D
E P
)/E ric
K ra m er
(A P
TI
M
S ub Ta sk
4:
F in al
W el l I ns ta lla tio ns
S ub
Ta sk
S ub
Ta sk
5:
R ep or tin g S ub Ta sk
T To ta ls
La bo r
R at e C at eg or y
$7 3.
P P ro je ct M an ag er
E . K ra m er
.1
$7 3.
En gi ne er /S ci en tis t 5
E . K ra m er
$6
8.
En gi ne er
/S ci en tis t 5 G
. R ob er ts
$6 5.
En gi ne er /S ci en tis t 4
S . F ly nn
$3 7.
En gi ne er /S ci en tis t 3
K . H ow ar d
$3
7.
En gi ne er
/S ci en tis t 2 K
. M cD on al d
$3
1.
En gi ne er
/S ci en tis t 2 D
. M cC on na ug
$2
8.
En gi ne er
/S ci en tis t 1 N
. J en ni ng s
$2
6.
En gi ne er
/S ci en tis t 1 B
. B lo un t
$2
5.
En gi ne er
/S ci en tis t 1 K
. R an ck
$3
3.
En gi ne er
S ci en tis t 1 R
. L in ds ay
$2 6.
En gi ne er S ci en tis t 1
K . G ar tla nd
$3
2.
En gi ne er in g
Te ch ni ci an
B . S ki pp er
$2
6.
En gi ne er in g
Te ch ni ci an
M . P ie rs on
$3
5.
D es ig ne r 2 S
. F er ia nc
$3 0.
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
To ta l H ou rs
D ire ct L ab or
$2
1, 7.
$2 ,4
.5
$8
,8
.0
$2 ,5
.1
$1
,7
.7
$5 ,5
.1
$5
.1
$0
.0
$0 .0
$0
.0
$0 .0
O ve rh ea d
.5 8%
$1 8, 6.
$2
,1
.2
$7 ,5
.6
$2
,2
.4
$1 ,4
.3
$4
,7
.2
$4
.0
$0 .0
$0
.0
$0 .0
$0
.0
G en
A dm in
.3
8% $4
,2
.9
$4
.2
$1 ,7
.1
$5
.8
$3
.8
$1
,0
.6
$1
.2
$0 .0
$0
.0
$0 .0
$0
.0
Fr in ge
.9 6%
$6 ,9
.9
$7
.5
$2
,8
.1
$8
.8
$5
.8
$1 ,7
.6
$1
.8
$0
.0
$0 .0
$0
.0
$0 .0
To ta l L
$5
1, 3.
$5 ,9
.4
$2
0, 6.
$6 ,1
.2
$4
,0
.8
$1 3, 5.
$1
,3
.3
$0 .0
$0
.0
$0 .0
$0
.0
Tr av el V eh ic le R en ta l $2
,0
.0
$1 ,3
.0
$4
.0
$2
.0
$0
.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 $4
,4
.4
$2 ,7
.4
$1
,1
.0
$5
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l T ra ve l
$6 ,4
.4
$4
,0
.4
$1 ,6
.0
$7
.0
$0
.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 ,0
.4
$1
,0
.4
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
A dj us ta bl e
Fl oo r C le an ou t f or
W el l M W
-1 $6
8.
$6 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
S ub co nt ra ct or
S ub to ta l $1
,1
.5
$1 ,1
.5
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
P ro cu re m en t F ee $1
.9
$1
.9
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
To ta l S ub co nt ra ct or
C os t $1
,2
.4
$1 ,2
.4
$0
.0
$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 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
3, 3.
$0 .0
$8
,3
.0
$5 ,6
.0
$0
.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 $6
,9
.0
$6 ,9
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
Pa ge
Pa ge
C O
ST
E
ST
IM
A
TE
C on tra ct or
A pt im E nv iro nm en ta l &
In fra st ru ct ur e, /2
H W
D C
2A
T A
C O
S ub
Ta sk
1:
P ro je ct
M an ag em en t
S ub
Ta sk
6-
A dd iti on al P
FA
S
S am pl in g
R ep or tin g
S ite
P re st ig e
C le an er s (fo rm er
E
R
IC
_4
S ub Ta sk
2:
S ite M ee tin g, M
A G
S /S oi l, S ur ve y
S am pl e E xi st in g
W el ls S ub Ta sk
A ct iv ity
/P ha se
S A
R S ub Ta sk
3:
D
P T
S oi l a nd
G ro un dw at er
F ie ld A ct iv iti es
S ub
Ta sk
P ro je ct
M an ag er
N ik ki
K nu ts on
(F D
E P
)/E ric
K ra m er
(A P
TI
M
S ub Ta sk
4:
F in al
W el l I ns ta lla tio ns
S ub
Ta sk
S ub
Ta sk
5:
R ep or tin g S ub Ta sk
TTo ta ls
ID
W $8
.0
$0
.0
$0 .0
$8
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
U til iti es $7
.0
$7
.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
2, 3.
$7 ,7
.0
$8
,3
.0
$6 ,4
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
H an dl in g
Fe e
$2 ,2
.3
$7
.5
$8
.8
$6
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
To ta l S ub co nt ra ct or
C os t $ $2
4, 8.
$8 ,5
.5
$9
,1
.8
$7 ,1
.0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
La bo ra to ry
A na ly tic al
C os ts $1
3, 2.
$7 ,6
.0
$3
,9
.0
$1 ,8
.0
$0
.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
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l L ab or at or y
$1 3, 2.
$7
,6
.0
$3 ,9
.0
$1
,8
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
Fi el d E xp en se s
P 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 $4
.0
$1
.0
$1
.0
$8
0.
$0 .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)
$7
.0
$0 .0
$3
.0
$3
.0
$0
.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)
$3 ,6
.0
$2
,2
.0
$8
.0
$5
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
E qu ip m en t (
ID
W re la te d)
$4
.0
$1
.0
$1
.0
$2
.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
To ta l F ie ld E xp en se s
$5 ,2
.0
$2
,4
.0
$1 ,5
.0
$1
,2
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S ub to ta l $1
,6
.9
$5
,9
.4
$4 4, 8.
$2
2, 5.
$1 5, 5.
$1
3, 5.
$1 ,3
.3
$0
.0
$0 .0
$0
.0
$0 .0
C om pl et io n Fe e $5
,1
.3
$5
.9
$2 ,0
.6
$6
.2
$4
.1
$1
,3
.5
$1
.8
$0 .0
$0
.0
$0 .0
$0
.0
To ta l E st im at ed C os t
$1
,8
.2
$6 ,5
.4
$4
6, 9.
$2 3, 7.
$1
5, 9.
$1 4, 8.
$1
,4
.1
$0 .0
$0
.0
$0 .0
$0
.0
C os t f ro m P rio r C
E F:
$1
,6
.0
M an ua l E nt ry
C os t f ro m D el ta
C E
F;
$2
,2
.1
M an ua l E nt ry
C os t ( P rio r +
D el ta
$1
,8
.2
Au to
-C al cu la te d
R ou nd in g E rr or
$0
.0
Au to
-C al cu la te d
Fi na l T ot al C os t:
$1
,8
.2
Au to
-C al cu la te d
Pa ge
Pa
LEVEL OF EFFORT / EXPENSE WORKSHEET
SITE : Prestige Cleaners (former)
SUBTASK:
DATE: August 18, 2025
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 2
Engineer/Scientist 5 G. Roberts 15
Engineer/Scientist 4 S. Flynn 12
Engineer/Scientist 2 K. Howard Engineer/Scientist 2 K. McDonald Engineer/Scientist 2 D. McConnaughe Engineer/Scientist 1 N. Jennings
Engineer/Scientist 1 B. Blount 64
Engineer/Scientist 1 K. Ranck
Engineer Scientist 1 R. Lindsay 54
Engineer Scientist 1 K. Gartland
Engineering Technician 3
B. Skipper 49
Engineering Technician 1
M. Pierson 65
Designer 2 S. Ferianc Technical Publications Specia H. Vining 3
TOTAL LABOR 264
VEHICLE TYPE RATE UNIT USEAGE TOTALS
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 3 $360.00 Van or Truck $480.00 Week 2 $960.00
TOTAL VEHICLE $1,320.00
PER DIEM STAFF DESCRIPTION RATE UNIT USEAGE ACTUAL TOTALS
Hotel 1 S. Flynn $124.85 Day 1 $124.85 $124.85
1 M. Pierson $124.85 Day 4 $499.40 $499.40 1 R. Lindsay $124.85 Day 4 $499.40 $499.40 1 B. Blount $124.85 Day 4 $499.40 $499.40 1 B. Skipper $124.85 Day 4 $499.40 $499.40
Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noo 0 $30.00 Day 5 $150.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 1 $36.00 Day 13 $468.00
TOTAL PER DIEM $2,740.45
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE ACTUAL TOTALS
SurvTech Solutions Survey and Benchmark Placement $6,995.00 LS 1 $6,995.00 $6,995.00 GeoTek Utility Locate Services $750.00 LS 1 $750.00 $750.00
MAGS Well Supplies (Casing, Screen, Sand $1,071.44 LS 1 $1,071.44 $1,071.44 AMAZON Adjustable Floor Cleanout for Well MW-1 $68.06 LS 1 $68.06 $68.06
TOTAL $8,884.50
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method TO-15 (VOC Soil Vapor) $200.00 3 0 $600.00 EPA Method 8260 (Full List) Soil - MAGS = 9x4=36, SBs=5x4=20, TOTAL 5 $110.00 56 0 $6,160.00 EPA Method 8260 (Full List) - 6 existing outside wells, 1 new inside well $110.00 7 0 $770.00 EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 1 0 Contingency $55.00 EPA Method 8260 (VOHs) Leachate $73.00 1 0 Contingency $73.00 EPA Method 8260 (Full List) Well $110.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 0 $0.00 Sample Shipping (large cooler) $150.00 0 0 $0.00
TOTAL LAB $7,658.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 4 $160.00 Soil Sampling Kit (concrete) $235.00 Day 3 $705.00 MAGS Investigation Kit $500.00 Day 1 $500.00 Tedlar Bags $20.00 bag 6 (3 Included w/Kit) $120.00 Shallow GW Sampling Kit $290.00 Day 0 $0.00 Encore Sampler $16.00 each 56 $896.00 55 Gallon Drums $100.00 each 1 $100.00
TOTAL EQUIPMENT $2,481.00
2: Site Meeting, MAGS/Soil, Survey & Sample Existing Wells
2 Hrs: MAGS Analytical Data and Graph Reviews for Reporting to FDEP 1 Hrs: Site Work Notifications 2 Hrs: Submit Sunshine One Markout Requests 4 Hrs: Summarize MAGS air and MAGS and other soil boring data for Preliminary Reporting to
FDEP
3 Hrs: Completion of field soil analytical data, preparation of soil summary maps for FDEP 2 Hrs: Calculation of Well and Water table Elevations for Flow Direction 3 Hrs: Preparation of Groundwater Flow Map for FDEP
6 Hrs: Round trip travel for one day on site for meeting, white-line boring locations for Sunshine One, and oversight for GPR utility subcontractor and land survey subcontractor 6 Hrs: Onsite time for meeting with Property Owner/Property Manager/tenant, Sunshine One locate personnel as well as oversee GPR subcontractor and professional surveyor, and generate a buried utility location figure
3 Hrs: Pre-MOBE preparation for MAGS testing and soil sampling field event, load equipment, well supplies, prepare MAGS Test EXCEL Tables 6 Hrs: Travel round trip for three full days on site for MAGS soil sampling, laboratory soil collection, MAGS well construction and air testing 1 Hrs: Perform onsite H&S and scoping meetings 12 Hrs: Assistance with inside building MAGS well installations (6 each) includes layout, setup, core, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 4 Hrs: Assistance with outside building MAGS well installations (3 each) includes layout, setup, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (1.5 hrs each) 12 Hrs: Perform MAGS Tests at 9 locations and collection of 9 Vapor Samples 2 Hrs: Assist with installation of 1 Vapor Monitoring Point (2 hrs) 3 Hrs: Surface and Site Restoration, interior MAGS and VM Point capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs 8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
2 Hrs: MAGS Testing and Soil Sampling Mobilization and Field Event Preparation 6 Hrs: Round Trip Travel for four days on site for MAGS Soil Sampling, MAGS well Installation, Survey of existing wells (6), new well inside building (1) and sample collection of all 7 wells.
1 Hrs: Perform on site H&S and Scoping meetings 14 Hrs: Assist with inside building MAGS soil borings and well installations (6), includes layout, setup, core, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement sea), maintain clean work area for safety and to minimize distraction to business. Also install one groundwater monitoring well. (2 hrs each) 7 Hrs: Assist with outside building MAGS boring and well installations (3 each) includes layout, setup, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (1.5 hrs each) 2 Hrs: Installation of 1 Vapor Monitoring Point 12 Hrs: Complete 5 additional hand auger soil borings, describe lithology, and collect laboratory samples at 6", 2', 4' and 6'). 56 total soil samples to be collected from the site.
9 Hrs: Survey TOC, collect water levels of 6 (outside) existing and one new well (inside) monitoring wells and sample. (1.5 hrs each) 3 Hrs: Surface and Site Restoration, interior MAGS and VM Point capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
Note: Air Analysis by TO-15, Soil Samples by VOCs by EPA Method 8260 (Full List)
2 Hrs: MAGS Testing Mobilization and Equipment Preparation 6 Hrs: Round Trip Travel for two days of MAGS Testing 12 Hrs: Perform MAGS Tests at locations and collection of 9 Vapor Samples 2 Hrs: Dailly delivery of air samples to lab (different lab than soil) 3 Hrs: Surface and Site Restoration, Equipment Demobilization 24 Hrs: Originally only tasked for the MAGS testing, requred to stay onsite to assist with deactivation of Subslab extraction system, Repair of interior borehole (ceramic tile), and to additonl time to complete the MAGS testing due to working around the active business present during most of the testing activities.
6 Hrs: Round Trip Travel for four full days at site for MAGS Soil Sampling, additional soil borings and MAGS well Installations 1 Hrs: Perform on site H&S and Scoping meetings 14 Hrs: Assist with inside building MAGS soil borings and well installations (6 each) includes layout, setup, core, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 7 Hrs: Assist with outside building MAGS soil borings and well installations (3 each), includes layout, setup, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business. Also install one groundwater monitoring well inside building. (1.5 hrs each) 2 Hrs: Installation of 2 Vapor Monitoring Points 12 Hrs: Complete 5 additional hand auger soil borings, describe lithology, and collect laboratory samples at 6", 2', 4' and 6'). 56 total soil samples to be collected from the site.
9 Hrs: Survey TOC, collect water levels of 6 (outside) existing and one new well (inside) monitoring wells and sample. (1.5 hrs each) 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs 3 Hrs: Surface and Site Restoration, interior MAGS and VM Points capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
3 hr: Preparation of Site Specific Health and Safety Plan
2-Total Page 3 of 8 Copy of HW689 DC032A TACO #1 (Prestige Cleaners)
SUBTASK:
DATE: April 14, 2025
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 1
Engineer/Scientist 5 G. Roberts 6
Engineer/Scientist 4 S. Flynn Engineer/Scientist 2 K. Howard Engineer/Scientist 2 K. McDonald
Engineer/Scientist 1 N. Jennings 30
Engineer/Scientist 1 B. Blount 48
Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications SpecialisH. Vining
TOTAL LABOR 85
VEHICLE TYPE RATE UNIT USEAGE TOTALS
Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 4 $480.00 Van or Truck $480.00 Week 0 $0.00
TOTAL VEHICLE $480.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
Hotel 1 N. Jennings $150.00 Day 3 $450.00
1 B. Blount $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 0 $30.00 Day 0 $0.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 1 $36.00 Day 8 $288.00
TOTAL PER DIEM $1,188.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
GW Protection DPT Drilling $8,318.00 Lump 1 $8,318.00
TOTAL $8,318.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method 8260 (Full List) DPT Groundwater $110.00 36 0 $3,960.00 EPA Method 8260 (Full List) Wells $110.00 0 0 $0.00 EPA Method 8260 (Full List) IDW $110.00 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 $0.00 Sample Shipping (large cooler) $150.00 0 0 $0.00
TOTAL LAB $3,960.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 4 $160.00 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 3 $870.00 55 Gallon Drums $100.00 each 1 $100.00
TOTAL EQUIPMENT $1,505.00
Groundwater Samples by VOCs by EPA Method 8260 (Full List)
6 Hrs: Roundtrip Travel for two days to assist with DPT lithologic boring completion and DPT discrete interval groundwater sampling 21 Hrs: Assist with lithological borings, DPT groundwater sampling 1 Hrs: Delivery of samples to laboratory 2 Hrs: Daily delivery of DPT Groundwater Samples to Laboratory (2 hrs) Overnight Say (3) 8 Hrs: Round trip travel and white line Final Well Locations (4) for Markouts (one week ahead of drilling) 2 Hrs: DPT Drilling Field Event Preparation and Mobilization (2 hrs), 6 Hrs: Round trip travel for 3 days of work for the completion of two lithological borings to 60 ft (3 hrs each), completion of 10 DPT discrete groundwater samples at 10', 25' and 50' (1.5 hrs each) 21 Hrs: Completion of two DPT MacroCore to 60 ft bls for lithology (3 hrs each), and DPT groundwater sampling at 10 locations (1.5 hrs each) 3 Hrs: Daily DPT Groundwater Sample Chain of Custody preparation, Sample Packaging 2 Hrs: Preparation of Soil Boring Logs 6 Hrs: Preparation of Summary Tables and Figures of Groundwater Sampling Results for Preliminary Reporting to FDEP Overnight Stay (3)
3: DPT Soil and Groundwater Field Activities
1 Hrs: Finalize Proposed DPT Locations (1 hr), 2 Hrs: Contacting Property Owner, Property Manager, Tenant and/or Offsite Property Owner of Proposed Sampling Schedule and Confirming Access 3 Hrs: Preparation and Review of Cross-Section from DPT Core for Recommendations of Proposed GW Sampling Depths with FDEP 1 Hrs: Prepare Map of Final Proposed DPT Locations
3-DPT & GW Sampling Page 3 of 7 Copy of Proposal Prestige Cleaners DC-TBD rev 1
SUBTASK:
DATE: April 14, 2025
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 2
Engineer/Scientist 5 G. Roberts 7
Engineer/Scientist 4 S. Flynn Engineer/Scientist 2 K. Howard Engineer/Scientist 2 K. McDonald Engineer/Scientist 1 N. Jennings
Engineer/Scientist 1 B. Blount 41
Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications Speciali H. Vining
TOTAL LABOR 50
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 0 $0.00
TOTAL VEHICLE $240.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
Hotel 1 $150.00 Day 2 $300.00 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 3 $36.00 Day 2 $216.00
TOTAL PER DIEM $516.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE TOTALS
GW Protection Well Installations $5,675.00 LS 1 $5,675.00 Erwin Remediation IDW T&D Soil IDW Drums $110.00 LS 4 $440.00 Erwin Remediation IDW T&D Liquid IDW Drums $125.00 LS 3 $375.00
TOTAL $6,490.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method 8260 (Full List) Wells: (3 Shallow, 1 Deep, 3 Piezos, 6 existing) $110.00 13 0 $1,430.00 EPA Method 8260 (Full List) IDW $110.00 2 0 $220.00 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 $1,854.00
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 2 $200.00
TOTAL EQUIPMENT $1,235.00
Groundwater Samples by VOCs by EPA Method 8260 (Full List)
4: Final Well Installations
2 Hrs: Prepare Recommendations for Final Well Locations
2 Hrs: Property Owner, Property Manager, Tenant Site Work Notifications 3 Hrs: Prepare Proposed Well Location Maps and Recommendations 2 Hrs: Characterization and Waste Profile for Transportation and Disposal of IDW Drums
8 Hrs: Round trip travel and white line Final Well Locations (4) for Markouts (one week ahead of drilling) 14 Hrs: Construction of final well network of 3 shallow, 1 deep and survey TOCs, includes round trip travel 15 Hrs: Collection of Final Groundwater Samples from 3 shallow, 1 deep, 3 piezometers and 6 exsiting wells at the site for volatiles. Also collect IDW samples 2 Hrs: Deliver final samples to laboratory (2 hrs), 2 Hrs: Preparation of Well Construction Logs (2 hrs).
Overnight Stay (2)
4-Final Well Installations Page 4 of 7 Copy of Proposal Prestige Cleaners DC-TBD rev 1
SITE :
SUBTASK:
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer 10
Engineer/Scientist 5 G. Roberts 24
Engineer/Scientist 4 S. Flynn 40
Engineer/Scientist 2 K. Howard
Engineer/Scientist 2 K. McDonald 6
Engineer/Scientist 1 N. Jennings Engineer/Scientist 1 B. Blount Engineer Scientist 1 R. Lindsay
Designer 2 S. Ferianc 6
Technical Publications SpeciaH. Vining 4
TOTAL LABOR 90
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
24 Hrs: Compilation of Logs and Preparation 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
Prestige Cleaners (former)
4 Hrs: Preparation of MAGS Assessment Findings text 5 Hrs: Revise and Provide Edits to Site Assessment Report 1 Hrs: Preparation of Deliverable Email and Submittal of Report
40 Hrs: Preparation of SAR text including, Operational History, Previous Investigations, Site Specific Soil and Groundwater Site Characterization, Preparation of Tables, Preparation of Draft Soil and Analytical Summary Figures, Preparation of Assessment Findings (lithologic borings, soil borings, DPT Sampling, Piezometer and Monitoring Well Installations, Groundwater Sampling) (40 hrs).
5: Reporting 4/14/2025
3 Hrs: Vapor Data Tabulation 3 Hrs: Step Test and Radius of Influence calculations and graphs
6 Hrs: Report Drafting, including Site Location Map, Local Land Use Map, Site Layout Map, Utility Location Map, MAGS Location Map. Soil Boring Location Map, DPT Push Groundwater Sample Location Map, Piezometer and Monitoring Well Location Map, Lithologic Cross Section, MAGS Analytical Summary Map, Soil Analytical Summary Map for several depth intervals, Groundwater Elevation Contour Maps, DPT Analytical Summary Map (3 depths), Monitoring Well and Piezometer Groundwater Analytical Map.
4 Hrs: Report Document Production, Formatting Tables and Text, Compilation into Adobe Format for Submittal
SUBTASK:
DATE: April 14, 2025
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer
Engineer/Scientist 5 G. Roberts 6
Engineer/Scientist 4 S. Flynn Engineer/Scientist 2 K. Howard Engineer/Scientist 2 K. McDonald Engineer/Scientist 1 N. Jennings
Engineer/Scientist 1 B. Blount 6
Engineer/Scientist 1 Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications Speciali H. Vining Technical Publications Speciali L. Houser
TOTAL LABOR 12
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 0 $0.00
TOTAL VEHICLE $0.00
PER DIEM STAFF RATE UNIT USEAGE TOTALS
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 $4,766.00 LS 0 $0.00
TOTAL $0.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method 8260 (Full List) Wells $110.00 0 0 $0.00 EPA Method 8260 (Full List) IDW $110.00 0 0 $0.00 State Laboratory DEP SOP: LC-001-3 (PFAS) GWTallahassee $0.00 4 1 Fld Regent Blk $0.00 State Laboratory DEP SOP: LC-001-3 (PFAS) ID Tallahassee $0.00 1 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 Soil Sampling Kit (concrete) $235.00 Day 0 $0.00 Monitor Well Installation Kit $325.00 Day 0 $0.00 Total Survey Station $50.00 Day 0 $0.00 Shallow GW Sampling Kit $290.00 Day 0 $0.00 Encore Sampler $16.00 each 0 $0.00 55 Gallon Drums $100.00 each 0 $0.00
TOTAL EQUIPMENT $0.00
6-Additional PFAS Sampling & Reporting
2 Hrs: Develop PFAS Well Recommendations for Sampling and Order Kit from FDEP Laboratory.
3 Hrs: Develop PFAS Table and Map, Compile Field Notes, Sample Logs and Analytical for Reporting.
1 Hrs: Preparation of Findings email with Recommendations.
PFAS Samples by FDEP Laboratory Method DEP SOP: LC-001-3, Wells not Selected to Date, Includes IDW and Field Regent Blank Samples
4 Hrs: Additional Purging and Collection of PFAS Groundwater Samples (5-6 wells), Collection and document PFAS Field Regent Blank and Collection of PFAS Drum purge Water IDW Sample.
2 Hrs: Chain of Custody Completion and Packaging for FDEP Lab samples (1 hr) and Delivery of FDEP PFAS Samples to Shipper.
C
OS
T
ES
TI
MA
TE
C on tra ct or
A pt im
E nv iro nm en ta l & In fra st ru ct ur e, /2
H W
D C
2A
T A
C O
S ub
Ta sk
1:
P ro je ct
M an ag em en t
S ub
Ta sk
6-
A dd iti on al P
FA
S
S am pl in g
R ep or tin g
S ite
P re st ig e
C le an er s (fo rm er
E
R
IC
_4
S ub Ta sk
2:
S ite M ee tin g, M
A G
S /S oi l, S ur ve y
S am pl e E xi st in g
W el ls S ub Ta sk
A ct iv ity
/P ha se
S A
R S ub Ta sk
3:
D
P T
S oi l a nd
G ro un dw at er
F ie ld A ct iv iti es
S ub
Ta sk
P ro je ct
M an ag er
N ik ki
K nu ts on
(F D
E P
)/E ric
K ra m er
(A P
TI
M
S ub Ta sk
4:
F in al
W el l I ns ta lla tio ns
S ub
Ta sk
S ub
Ta sk
5:
R ep or tin g S ub Ta sk
T To ta ls
La bo r
R at e C at eg or y
$7 3.
P P ro je ct M an ra m er
2.
$7 3.
En gi ne er /S ci en tis t 5
E . K ra m er
$6
8.
En gi ne er
/S ci en tis t 5 G
. R ob er ts
$6 5.
En gi ne er /S ci en tis t 4
S . F ly nn
$3 7.
En gi ne er /S ci en tis t 3
K . H ow ar d
$3
7.
En gi ne er
/S ci en tis t 2 K
. M cD on al d -4
-4
$3
1.
En gi ne er
/S ci en tis t 2 D
. M cC on na u
$2
8.
En gi ne er
/S ci en tis t 1 N
. J en ni ng s -5
-5
$2
6.
En gi ne er
/S ci en tis t 1 B
. B lo un t
$2 5.
En gi ne er /S ci en tis t 1
K . R an ck
$3 3.
En gi ne er S ci en tis t 1
R . L in ds ay
$2
6.
En gi ne er
S ci en tis t 1 K
. G ar tla nd
$3 2.
En gi ne er in g Te ch ni ci an
B
. S ki pp er
$2 6.
En gi ne er in g Te ch ni ci an
M
. P ie rs on
$3 5.
D es ig ne r 2
S . F er ia nc
$3
0.
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
To ta l H ou rs
D ire ct L
$1
,3
.1
$1
.8
$1 ,1
.3
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
O ve rh ea d
.5 8%
$1 ,1
.4
$1
.2
$9
.2
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
G en
A dm in
.3 8%
$2
.3
$2 9.
$2
.3
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
Fr in ge
.9
6% $4
.1
$4
7.
$3
.3
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l L
$3 ,0
.1
$3
.9
$2
,7
.2
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
Tr av el V eh ic le R en ta l $0
.0
$0 .0
$0
.0
$0 .0
$0
.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 $1
.4
$1
.4
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
To ta l T ra ve l $1
.4
$1
.4
$0
.0
$0 .0
$0
.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 l M at er ia ls
6.
6.
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
A dj us ta bl e
Fl oo r C le an ou t f or
W el l M W
-1
4.
4.
$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
.8
2)
.8
2) $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
P ro cu re m en t F ee
1.
1.
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
To ta l S ub co nt ra ct or
C os t
.9
0)
.9
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 er vi ce s P ro cu re m 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) $0
.0
$0 .0
$0
.0
$0 .0
$0
.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
Pa
C
OS
T
ES
TI
MA
TE
C on tra ct or
A pt im
E nv iro nm en ta l & In fra st ru ct ur e, /2
H W
D C
2A
T A
C O
S ub
Ta sk
1:
P ro je ct
M an ag em en t
S ub
Ta sk
6-
A dd iti on al P
FA
S
S am pl in g
R ep or tin g
S ite
P re st ig e
C le an er s (fo rm er
E
R
IC
_4
S ub Ta sk
2:
S ite M ee tin g, M
A G
S /S oi l, S ur ve y
S am pl e E xi st in g
W el ls S ub Ta sk
A ct iv ity
/P ha se
S A
R S ub Ta sk
3:
D
P T
S oi l a nd
G ro un dw at er
F ie ld A ct iv iti es
S ub
Ta sk
P ro je ct
M an ag er
N ik ki
K nu ts on
(F D
E P
)/E ric
K ra m er
(A P
TI
M
S ub Ta sk
4:
F in al
W el l I ns ta lla tio ns
S ub
Ta sk
S ub
Ta sk
5:
R ep or tin g S ub Ta sk
TTo ta ls
S ur ve yi ng
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
ID
W
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
U til iti es
$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 .0
$0
.0
S ub co nt ra ct or S ub to ta l
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
H an dl in g Fe e $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
To ta l S ub co nt ra ct or
C os t $ $0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
La bo ra ly tic al
C os ts
1, 2.
1, 2.
$0
.0
$0 .0
$0
.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
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l L ab or at or y
1, 2.
1, 2.
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
Fi el d E xp en 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 $0
.0
$0 .0
$0
.0
$0 .0
$0
.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) $0
.0
$0 .0
$0
.0
$0 .0
$0
.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)
0.
0.
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
E qu ip m en t (
ID
W re la te d)
$0 .0
$0
.0
$0 .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
To ta l F ie ld E xp en se s
0.
0.
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
S ub to ta l $1
,9
.6
$3
.9
$1 ,5
.7
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
C om pl et io n Fe e $3
.5
$3
5.
$2
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l E st im at ed C os t
$2 ,2
.1
$3
.4
$1
,8
.7
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
Pa
SUBTASK:
DATE: August 18, 2025
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
TITLE STAFF WORK DESCRIPTION HOURS
Engineer/Scientist 5 E. Kramer Engineer/Scientist 5 G. Roberts Engineer/Scientist 4 S. Flynn Engineer/Scientist 2 K. Howard
Engineer/Scientist 2 K. McDonald -46
Engineer/Scientist 2 D. McConnaughe
Engineer/Scientist 1 N. Jennings -57
Engineer/Scientist 1 B. Blount 8
Engineer/Scientist 1 K. Ranck
Engineer Scientist 1 R. Lindsay 29
Engineer Scientist 1 K. Gartland
Engineering Technician 3
B. Skipper 49
Engineering Technician 1
M. Pierson 65
Designer 2 S. Ferianc Technical Publications Specia H. Vining
TOTAL LABOR 48
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 0 $0.00
TOTAL VEHICLE $0.00
PER DIEM STAFF DESCRIPTION RATE UNIT USEAGE ACTUAL TOTALS
Hotel 1 S. Flynn $150.00 Day 1 $124.85 ($25.15)
1 M. Pierson $150.00 Day 4 $499.40 ($100.60) 1 R. Lindsay $150.00 Day 3 $374.55 ($75.45) 1 B. Blount $150.00 Day 4 $499.40 ($100.60) 1 B. Skipper $150.00 Day 2 $249.70 ($50.30) 1 R. Lindsay $124.85 Day 1 $124.85 $124.85 1 B. Skipper $124.85 Day 2 $249.70 $249.70
Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noon 0 WCD #1 $30.00 Day 5 $150.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 1 $36.00 Day -1 ($36.00)
TOTAL PER DIEM $136.45
SUBCONTRACTOR COSTS
NAME PURPOSE COST UNIT USEAGE ACTUAL TOTALS
SurvTech Solutions Survey and Benchmark Placement $6,995.00 LS 0 $6,995.00 $0.00 GeoTek Utility Locate Services $750.00 LS 0 $750.00 $0.00
MAGS Well Supplies (Casing, Screen, Sand $1,077.83 LS 1 $1,071.44 ($6.39) AMAZON Adjustable Floor Cleanout for Well MW-1 $72.49 LS 1 $68.06 ($4.43)
TOTAL ($10.82)
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC TOTALS
EPA Method TO-15 (VOC Soil Vapor) $200.00 -6 0 ($1,200.00) EPA Method 8260 (Full List) Soil - MAGS = 9x4=36, SBs=5x4=20, TOTAL 5 $110.00 0 0 $0.00 EPA Method 8260 (Full List) - 6 existing outside wells, 1 new inside well $110.00 0 0 $0.00 EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 1 0 Contingency $55.00 EPA Method 8260 (VOHs) Leachate $73.00 1 0 Contingency $73.00 EPA Method 8260 (Full List) Well $110.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 0 $0.00 Sample Shipping (large cooler) $150.00 0 0 $0.00
TOTAL LAB ($1,072.00)
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 Day 0 $0.00 Soil Sampling Kit (concrete) $235.00 Day 0 $0.00 MAGS Investigation Kit $500.00 Day 0 $0.00 Tedlar Bags $20.00 bag -3 (3 Included w/Kit) ($60.00) Shallow GW Sampling Kit $290.00 Day 0 $0.00 Encore Sampler $16.00 each -10 ($160.00) 55 Gallon Drums $100.00 each 0 $0.00
TOTAL EQUIPMENT ($220.00)
Add Hours:
2 Hrs: MAGS Testing Mobilization and Equipment Preparation 6 Hrs: Round Trip Travel for two days of MAGS Testing 12 Hrs: Perform MAGS Tests at locations and collection of 9 Vapor Samples 2 Hrs: Dailly delivery of air samples to lab (different lab than soil) 3 Hrs: Surface and Site Restoration, Equipment Demobilization 24 Hrs: Originally only tasked for the MAGS testing, requred to stay onsite to assist with deactivation of Subslab extraction system, Repair of interior borehole (ceramic tile), and to additonl time to complete the MAGS testing due to working around the active business present during most of the testing activities.
Add Hours:
6 Hrs: Round Trip Travel for four full days at site for MAGS Soil Sampling, additional soil borings and MAGS well Installations 1 Hrs: Perform on site H&S and Scoping meetings 14 Hrs: Assist with inside building MAGS soil borings and well installations (6 each) includes layout, setup, core, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 7 Hrs: Assist with outside building MAGS soil borings and well installations (3 each), includes layout, setup, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business. Also install one groundwater monitoring well inside building. (1.5 hrs each) 2 Hrs: Installation of 2 Vapor Monitoring Points 12 Hrs: Complete 5 additional hand auger soil borings, describe lithology, and collect laboratory samples at 6", 2', 4' and 6'). 56 total soil samples to be collected from the site.
9 Hrs: Survey TOC, collect water levels of 6 (outside) existing and one new well (inside) monitoring wells and sample. (1.5 hrs each) 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs 3 Hrs: Surface and Site Restoration, interior MAGS and VM Points capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
Remove Hours:
2 Hrs: MAGS Testing Mobilization and Equipment Preparation 6 Hrs: Round Trip Travel for two days of MAGS Testing 12 Hrs: Perform MAGS Tests at locations and collection of 9 Vapor Samples 2 Hrs: Dailly delivery of air samples to lab (different lab than soil) 3 Hrs: Surface and Site Restoration, Equipment Demobilization Add Hours:
3 Hrs: Pre-MOBE preparation for MAGS testing and soil sampling field event, load equipment, well supplies, prepare MAGS Test EXCEL Tables 6 Hrs: Travel round trip for three full days on site for MAGS soil sampling, laboratory soil collection, MAGS well construction and air testing 1 Hrs: Perform onsite H&S and scoping meetings 12 Hrs: Assistance with inside building MAGS well installations (6 each) includes layout, setup, core, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 4 Hrs: Assistance with outside building MAGS well installations (3 each) includes layout, setup, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (1.5 hrs each) 12 Hrs: Perform MAGS Tests at 9 locations and collection of 9 Vapor Samples 2 Hrs: Assist with installation of 1 Vapor Monitoring Point (2 hrs) 3 Hrs: Surface and Site Restoration, interior MAGS and VM Point capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs 8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
Remove Hours:
3 Hrs: Pre-MOBE preparation for MAGS testing and soil sampling field event, load equipment, well supplies, prepare MAGS Test EXCEL Tables 6 Hrs: Travel round trip for three full days on site for MAGS soil sampling, laboratory soil collection, MAGS well construction and air testing 1 Hrs: Perform onsite H&S and scoping meetings 12 Hrs: Assistance with inside building MAGS well installations (6 each) includes layout, setup, core, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 4 Hrs: Assistance with outside building MAGS well installations (3 each) includes layout, setup, hand auger and collect soil samples for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (1.5 hrs each) 12 Hrs: Perform MAGS Tests at 9 locations and collection of 9 Vapor Samples 2 Hrs: Assist with installation of 1 Vapor Monitoring Point (2 hrs) 3 Hrs: Surface and Site Restoration, interior MAGS and VM Point capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs
Remove Hours :
6 Hrs: Round Trip Travel for four full days at site for MAGS Soil Sampling, additional soil borings and MAGS well Installations 1 Hrs: Perform on site H&S and Scoping meetings 14 Hrs: Assist with inside building MAGS soil borings and well installations (6 each) includes layout, setup, core, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business (2 hrs each) 7 Hrs: Assist with outside building MAGS soil borings and well installations (3 each), includes layout, setup, hand auger and collect soil samples (6", 2', 4' and 6') for lithology and lab, construct wells (filter sand and cement seal, maintain clean work area for safety and to minimize distraction to business. Also install one groundwater monitoring well inside building. (1.5 hrs each) 2 Hrs: Installation of 2 Vapor Monitoring Points 12 Hrs: Complete 5 additional hand auger soil borings, describe lithology, and collect laboratory samples at 6", 2', 4' and 6'). 56 total soil samples to be collected from the site.
9 Hrs: Survey TOC, collect water levels of 6 (outside) existing and one new well (inside) monitoring wells and sample. (1.5 hrs each) 3 Hrs: Daily delivery of soil samples to lab due to 48 hour hold time with VOHs 3 Hrs: Surface and Site Restoration, interior MAGS and VM Points capped and set approximately 1 inch below slab surface and cover with concrete. Exterior MAGS wells pulled and backfilled with sand
8 Hrs: Additional Hours required for Repair of interior borehole (ceramic tile), and to perform the MAGS testing and collect the Soil Borings due to working around the active business present during most of the testing activities. Also the Subslab vapor extraction system had to be deactivated by locating the controls, which delayed the performance of the interior MAGS testing.
2: Site Meeting, MAGS/Soil, Survey & Sample Existing Well
2-Delta Page 6 of 8 Copy of HW689 DC032A TACO #1 (Prestige Cleaners)
C
OS
T
ES
TI
MA
TE
C on tra ct or
A pt im
E nv iro nm en ta l & In fra st ru ct ur e, 4/
/2
H W
D C
7C
S ub
Ta sk
1:
P ro je ct
M an ag em en t
S ub
Ta sk
6-
A dd iti on al P
FA
S
S am pl in g
R ep or tin g
S ite
P re st ig e
C le an er s (fo rm er
E
R
IC
_4
S ub Ta sk
2:
S ite M ee tin g, M
A G
S /S oi l, S ur ve y
S am pl e E xi st in g
W el ls S ub Ta sk
A ct iv ity
/P ha se
S A
R S ub Ta sk
3:
D
P T
S oi l a nd
G ro un dw at er
F ie ld A ct iv iti es
S ub
Ta sk
P ro je ct
M an ag er
N ik ki
K nu ts on
(F D
E P
)/E ric
K ra m er
(A P
TI
M
S ub Ta sk
4:
F in al
W el l I ns ta lla tio ns
S ub
Ta sk
S ub
Ta sk
5:
R ep or tin g S ub Ta sk
T To ta ls
La bo r
R at e C at eg or y
$7 3.
P P ro je ct M an ra m er
.1
$7 3.
En gi ne er /S ci en tis t 5
E . K ra m er
$6
8.
En gi ne er
/S ci en tis t 5 G
. R ob er ts
$6 5.
En gi ne er /S ci en tis t 4
S . F ly nn
$3 7.
En gi ne er /S ci en tis t 3
K . H ow ar d
$3
7.
En gi ne er
/S ci en tis t 2 K
. M cD on al d
$3
1.
En gi ne er
/S ci en tis t 2 D
. M cC on na ug
$2
8.
En gi ne er
/S ci en tis t 1 N
. J en ni ng s
$2
6.
En gi ne er
/S ci en tis t 1 B
. B lo un t
$2
5.
En gi ne er
/S ci en tis t 1 K
. R an ck
$3
3.
En gi ne er
S ci en tis t 1 R
. L in ds ay
$2 6.
En gi ne er S ci en tis t 1
K . G ar tla nd
$3
2.
En gi ne er in g
Te ch ni ci an
B . S ki pp er
$2
6.
En gi ne er in g
Te ch ni ci an
M . P ie rs on
$3
5.
D es ig ne r 2 S
. F er ia nc
$3 0.
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
To ta l H ou rs
D ire ct L
$2
0, 5.
$2 ,3
.6
$7
,6
.7
$2 ,5
.1
$1
,7
.7
$5 ,5
.1
$5
.1
$0
.0
$0 .0
$0
.0
$0 .0
O ve rh ea d
.5 8%
$1 7, 1.
$2
,0
.0
$6 ,5
.4
$2
,2
.4
$1 ,4
.3
$4
,7
.2
$4
.0
$0 .0
$0
.0
$0 .0
$0
.0
G en
A dm in
.3
8% $3
,9
.5
$4
.1
$1 ,4
.7
$5
.8
$3
.8
$1
,0
.6
$1
.2
$0 .0
$0
.0
$0 .0
$0
.0
Fr in ge
.9 6%
$6 ,5
.8
$7
.6
$2
,4
.8
$8
.8
$5
.8
$1 ,7
.6
$1
.8
$0
.0
$0 .0
$0
.0
$0 .0
To ta l L
$4
8, 8.
$5 ,5
.5
$1
8, 5.
$6 ,1
.2
$4
,0
.8
$1 3, 5.
$1
,3
.3
$0 .0
$0
.0
$0 .0
$0
.0
Tr av el V eh ic le R en ta l $2
,0
.0
$1 ,3
.0
$4
.0
$2
.0
$0
.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 $4
,3
.0
$2 ,6
.0
$1
,1
.0
$5
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
To ta l T ra ve l
$6 ,3
.0
$3
,9
.0
$1 ,6
.0
$7
.0
$0
.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 l M at er ia ls
$1 ,0
.8
$1
,0
.8
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
A dj us ta bl e
Fl oo r C le an ou t f or
W el l M W
-1 $7
2.
$7 2.
$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
,1
.3
$1 ,1
.3
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
$0
.0
$0 .0
P ro cu re m en t F ee $1
.0
$1
.0
$0
.0
$0 .0
$0
.0
$…
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 .