HomeMy WebLinkAboutSBPF Submittal 2014_3_19_201404011032256464BAXTER ROAD TEMPORARY STABILIZATION PROJECT
NOTICE OF INTENT (DEP FILE NO. SE 048-2610)
SUPPLEMENTAL INFORMATION FOR MARCH 19, 2014 HEARING
March 14, 2014
1. Geotube Information
A. Proposed Fourth Tier of Geotextile Material
SPBF and TON request that the Commission approve a fourth tier of geotextile material to
complete the existing system.
The engineering criteria used to design the geotube project (such as water level
heights, anticipated wave runup, scour, etc.) are set forth in the attached memo from
Ocean and Coastal Consultants (OCC) dated December 6, 2013 and submitted to
the Commission as part of the Emergency Certification application filed on
December 17, 2013. These design criteria clearly demonstrate the need for
protection of the coastal bank up to elevation 24.2 Mean Low Water (MLW).
Standard geotube dimensions put the top elevation at +26 ft MLW
As shown on the attached As-Built plan, the current 3-tier geotube system extends to
elevation ~21 MLW and is not considered adequate for the coastal environment at
Sconset. A fourth tier of protection is required to achieve the design elevation of
+26 MLW.
The recommended material for the fourth tier is geotextile tubes. Understanding
that the Commission wanted to evaluate the use of biodegradable materials (coir
and/or jute), OCC has further analyzed the use of jute or coir to form the upper
(fourth) tier of protection. The analysis performed by OCC in the attached memo
dated March 13, 2014 demonstrates that a fourth tier made out of coir and/or jute
will be expected to fail during the design storm event, leaving the coastal bank
vulnerable at the time when protection is most critically needed. Additionally, as
further described in OCC’s memo, the required sacrificial sand volume of 22 cy/lf
requires the use of a bulldozer and/or excavator perched on the top row of
protection to spread the sand dumped over the top of the bank by the conveyor
belts1. OCC’s analysis indicates that the use of jute and/or coir for the top layer
risks not being able to withstand the equipment loading and shear stresses caused
by the tracks operating on the jute and/or coir, potentially causing the
biodegradable material to fail under the weight of the equipment as sand is moved
to cover areas of the template exposed by wave action.. For all these reasons, OCC
1 Maintenance of the terraces requires the use of a much lighter skid steer; however, a skid steer is
simply not adequate for the additional length and volume of the geotube project.
Additional Information for March 19, 2014 Conservation Commission Meeting 1
does not recommend the use of jute and/or coir for the fourth tier of protection.
Similarly, the use of jute and/or coir for the third tier of protection is even more
certain to result in failure and will cause serious difficulties in sand delivery;
therefore, the use of jute/coir for the third tier is not considered a feasible option.
Experience with the terraces suggests that biodegradable materials (jute and/or coir)
may require complete replacement 1-3 times each year. This will require more
frequent use of equipment at the top and toe of the bluff for sand delivery.
Likewise, any sand contribution volume provided by complete emptying of two 15-
foot circumference biodegradable tubes would be minimal, on the order of
approximately 1 cy/lf. Biodegradable materials are not recommended given their
clear engineering and feasibility drawbacks, as well as their minimal sand
contribution.
Further, the state Department of Environmental Protection (DEP) approved an
Emergency Certification request for the four geotube design (see attached cover
letter and Order of Conditions). In its cover letter dated December 10, 2013, DEP
states the following:
“The Department also applied the criterion at 310 CMR 10.30(3), which
provides that a coastal engineering structure ‘shall be permitted’ to protect
homes constructed prior to 1978 from storm damage. This regulation
creates an exception to the general rule that precludes the installation of
hard armoring of coastal banks. Based on the facts presented in the Request,
this exception applies to the homes identified in the area subject to the
determination of an emergency….
“The Department concludes that the [four tube] design of the coastal
structure proposed in the Request does not go farther than necessary to
protect these homes and essential public infrastructure serving the homes.
In making this determination, the Department considered the specific facts
presented by the proponents, including, without limitation, the proximity of
the homes and infrastructure to the edge of the coastal bank, the ability of
the four Geotubes to withstand a significant storm event and the threat
posed by successive storm events….
“The implementation of the nourishment plan will mitigate any potential
difference in down drift impacts between the four Geotube design and the
hybrid design approved in the Town's Certification.“
Additional Information for March 19, 2014 Conservation Commission Meeting 2
B. Proposed Returns for Geotube
SBPF and TON request that the Commission approve the installation of returns at the ends
of the system.
The use of returns is critical to protect the geotube system from flanking and end
scour over the long-term. SBPF proposes the use of 15-foot circumference
geotextile tubes as shown on the attached plan, installed at shallow angle between
the face of the seaward geotubes and the face of the unprotected bluff. Geotextile
material is strongly preferred because it can better withstand the coastal conditions
at Sconset than biodegradable material (as described under 1A).
C. Revised Location and Length of Geotubes
SBPF and TON are informing the Commission of the reduction in length of the installed
system.
The Emergency Certification approved a length of just under 900 feet long from 91-
105 Baxter Road. The as-built geotube structure is approximately 852 feet long2
from 87-105 Baxter Road. The presence of the clay head at 105 Baxter Road
dictated that the geotube structure should not be installed farther to the north (or
else excavation into the bluff would have been required), so the installation was
shifted slightly to the south. The multiple geotubes installed along the same tier also
overlap one another slightly at each end, leading to a slight reduction in overall
length (to 852 feet) from the permitted dimension of just under 900 feet . Each
return is approximately 21-feet long (as shown on the attached plan) . Once the
returns are installed, the total installed length will be approximately 900 feet. The
project does not intend to proceed farther north than currently built, due to the
presence of the clay head that would require excavation into the coastal bank.
Similarly, the project does not intend to proceed farther south. Therefore, the final
project length will be less than the 1500-feet originally proposed.
D. Construction Information
SPBF and TON are providing additional details on construction.
o Sand Delivery. Sand delivery occurred at the delivery locations at 87 Baxter
Road and 99/101 Baxter Road. These two locations will continue to be used for
ongoing sand cover maintenance.
o Geotube Fill Port Closure. As detailed in the letter from SBPF dated February
12, 2014, the use of a small amount of concrete was required to seal the fill
ports in the geotubes. The installer has confirmed via email of February 12,
2 The as-built plan shows that the first and second geotubes are 852± feet long. The third (upper)
geotube is 835± feet long.
Additional Information for March 19, 2014 Conservation Commission Meeting 3
2014 (previously submitted to the Commission) that this approach is standard
procedure. Approximately one-third or less of a bag of concrete was used at
each fill port. The size has been compared to a deflated soccer ball.
o US Army Corps of Engineers (USACE) Jurisdiction. Concern has been
expressed about whether work was carried out below the High Tide Line. SBPF
submitted information to the USACE at the end of December 2013 relating to
the concern. Subsequent to the letter issued by the USACE in February 2013,
SBPF again engaged with the USACE concerning its written inquiry of possible
work below the High Tide Line. As indicated in the exchange with the USACE,
the HTL was staked on the beach at the beginning of construction. The
construction crew was aware of the HTL location on the beach and made every
effort to stay landward of that line. The USACE informed SBPF that no further
action is needed or planned and that no Federal order or violation notice has
been issued or is planned. As we understand it, the USACE considers the matter
of the geotube construction to be closed. However, to be safe, SBPF has
provided the USACE with details on how future maintenance and sacrificial
sand will be done to make sure that the USACE does not have any concerns
with those future actions. Attached please find the original December 2013
update to the USACE regarding the geotube installation, which they
acknowledge that they received and then misplaced, contributing to the inquiry,
as well as Epsilon’s February 26, 2014 summation letter after the later
discussions.
2. Stormwater Drainage
SBPF requests that the Commission permit the installation of a stormwater drain along 91
Baxter Road.
Surface water runoff at 91 Baxter Road was contributing to significant erosion of the
bank face. . The advising geotechnical engineer, Mark Haley of Haley & Aldrich, a
well-respected geotechnical engineering firm with substantial experience on the
Sconset Bluff, suggested that a subsurface drainage system be installed to direct the
surface water runoff to the toe of the bank, rather than allowing it to break out on
the bank face and cause additional erosion. A memo from Mark Haley dated March
12, 2014 describing his recommendations is attached.
The subsurface drain was installed at 91 Baxter Road, parallel to and approximately
10 feet seaward of the roadway, for a distance of approximately 41 feet. The
subsurface drain consists of an 18 inch deep x 18 inch wide trough that is lined with
filter fabric and holds a 4” diameter corrugated pipe. The trough is backfilled with
¾ inch gravel. The subsurface drain collects stormwater runoff and directs it to
another 4” diameter PVC pipe that runs down the face of the bank and terminates at
the toe of the bluff, in a gravel trough placed in the sand template behind the
Additional Information for March 19, 2014 Conservation Commission Meeting 4
geotubes. No excavation into the bank or beach occurred to install the PVC pipe
that runs down the face of the bank; this pipe was placed within sand added to the
bank face or the sand template on the geotubes.
Although the pipe was installed because of construction timing, it was understood
to require approval from the Commission before it was completed. The pipe was
never connected and is not functioning. SBPF is requesting approval for the
subsurface drain.
3. Bluff Protection through Re-vegetation
SBPF and TON request approval to vegetate the upper bank, including smoothing or
dressing the bank face to create an acceptable planting bed and using an erosion control
fabric or biodegradable netting.
The upper portion of ‘Sconset bluff (above the geotube installation at 87-105 Baxter
Road) exhibits evidence of rill erosion from rainfall and stormwater runoff from the
top of the coastal bank. The attached Photographs 1-4 show the development of
rivulets and small gullies in the bank face. While the geotubes have served to
protect the toe of the coastal bank from waves and storm surges, erosion of the
upper bank due to runoff over the bank surface and slumping due to gravity mass
failure will likely continue unless additional measures are undertaken to protect this
bank area. See attached memo from Mark Haley dated March 12, 2014, on the
need for vegetation of the bank face.
It is critical to address this upper bank erosion within the project area, as the loss of
even a few feet of bank leaves Baxter Road potentially vulnerable to closure. As
was previously submitted to the Commission, Mark Haley recommends a minimum
distance of 25-feet be maintained between the edge of pavement and top of the
bluff. When the top of bluff is within 25 feet of the pavement edge, a detailed
assessment should be completed by a geotechnical engineer and the possibility of
the road being closed should be carefully considered. Field measurements and
aerial surveys performed in summer 2013 indicate that the distance between the top
of the bluff and the edge of Baxter Road is as close as 30 to 40 feet from the edge of
Baxter Road in several areas, and is 60 to 70 feet away in many areas.
Subsequent discussions with Mark Haley and other erosion control professionals
indicate that the most effective means of addressing the upper bank erosion will be
through the planting of native vegetation with strong underground stems (rhizomes),
such as American beachgrass, or other native vegetation with an extensive root
system. (Bank “augmentation” is also beneficial; this is further discussed in #4C
below.) To ensure vegetation efforts are successful, , some addition of sand is
needed to prepare the planting bed prior to planting. . This sand will be provided
from on-island sand pits by the conveyor belt system utilized during the geotube
Additional Information for March 19, 2014 Conservation Commission Meeting 5
construction process. The use of a biodegradable erosion control fabric or jute
netting is also proposed to protect soil from wind and water erosion, and retain
moisture to facilitate establishment of vegetation. In his memo dated March 12,
2014, Mark Haley recommended the vegetation of the bluff and noted that it would
“increase face stability and reduce erosion of the slope above the geotubes due to
rain events.”
The preferred type of vegetation for initial planting is American beachgrass;
additional native vegetation (such as woody shrubs) may be planted subsequently.
The USDA Natural Resource Conservation Service’s (NRCS) Plant Guide for
American beachgrass (attached) states that the optimal time to plant the bank face is
October 1 through March 30, and that this period may be extended through April
30 in New England in most seasons. Discussions with two suppliers of American
beachgrass to Nantucket confirm that the best possible time for planting beachgrass
is before mid-April. Further, planting at this time allows the American beachgrass
one full growing season for rhizome development and the associated benefit to
bank stability, prior to the start of the winter storm season. Given how little bank
loss can be tolerated in the project area before road closure is required, it is critical
to protect the upper bank face from ongoing erosion by establishing vegetation this
growing season. Finally, fertilizer applied on the schedule listed in the Plant Guide
is strongly recommended by the NRCS as the key to vigorous growth. SBPF and
TON propose to follow the fertilizer guidelines established by NRCS.
Based on discussions with two local companies, the preferred type of American
beachgrass is referred to as “bare root.” The “bare root” type must be planted by
mid-April and will result in fuller plant and rhizome development by the fall. Use
of the “bare root” type would provide substantial protection to the upper bank by
the end of the 2014 growing season. The less preferred option is the “root ball”
type, which can be planted after mid-April but would require two growing seasons
to develop as fully as the “bare root” type, meaning that the upper bluff would only
have marginal protection until the end of the 2015 growing season.
Within the project area, the planting of vegetation will occur entirely on private
property. The establishment of vegetation not only stabilizes the coastal bank, but
also contributes to wetland scenic view and wildlife habitat with no negative
impacts. It is clear from the planting of beach grass in other locations on the bluff in
recent years that this vegetation will be successful in stabilizing the face of the bluff
and encouraging infiltration (instead of run-off and erosion), now that the toe has
been protected and the vegetation will not be undermined.
Additional Information for March 19, 2014 Conservation Commission Meeting 6
4. Sand Contributions, including Sand Volumes (for construction and sacrificial
template), Schedule of Future Contributions/Maintenance, and Bluff Face
Augmentation.
A. Sand Volume Delivered During Construction
SBPF and TON are presenting documentation that the required volume of sand was
provided.
The attached Table 1. “Summary of Sand Delivery Requirements for ‘Sconset
Geotube Project, 87-105 Baxter Road, Nantucket, MA” demonstrates that the
project met its sand delivery requirements. The volume of sand required to
construct the geotubes (sand fill required in the tubes, sand fill required behind the
tubes to create the “benches,” sand for the 22 cy/lf sand cover) totals 31,396.50 cy.
The sand delivered was in excess of this requirement at 39,204.24 cy. The
7,807.74 cy of surplus sand was used at the sand delivery locations, on the face of
the bluff, at the ends, for construction, etc. The attached Table 2. “Record of
Individual Truck Deliveries for ‘Sconset Geotube Project, 87-105 Baxter Road,
Nantucket, MA” provides a detailed inventory of individual truck deliveries,
including invoices and receipts.
B. Sand Maintenance Plan and Delivery Schedule.
SBPF and TON are presenting information on the volume and delivery schedule for the
sand cover.
Considerable documentation has been previously provided that the average annual
volume of bank erosion is equivalent to 14.3 cy/lf/yr (see November 1, 2013
submission). SBPF and TON will accept a sand mitigation requirement of 22
cy/lf/yr, in accordance with the recommendation from the DEP that additional sand
be contributed for now, based on its finding that: “The implementation of the
nourishment plan will mitigate any potential difference in down drift impacts
between the four Geotube design and the hybrid design approved in the Town's
Certification. “ (See attached December 10, 2013 cover letter from DEP.)
The 22 cubic yards per linear ft (cy/lf) of sand will be delivered in accordance with
the following schedule:
o Provide the initial cover of 22 cy/lf during and/or immediately following
construction.
o Annually in April starting in 2014: Provide additional sand and/or adjust the
existing template sand to obtain a minimum of 2 feet of cover over the
geotubes to protect them from UV degradation. If some portion of the
previous year’s sand is in place at the time of April nourishment, then only
that volume needed to provide the 2 feet of cover will be added. The
Additional Information for March 19, 2014 Conservation Commission Meeting 7
volume of any sand placed in April will be recorded and counted towards
the annual 22 cy/lf requirement.
o Annually in November starting in 2014: Place an additional 10-15 cy/lf of
sand, to ensure a substantial portion of the sand template volume is
available at the onset of the winter storm season. Throughout the winter,
place additional sand on an as-needed basis, in accordance with the
replenishment trigger presented in our November 12, 2013 letter (i.e., if half
the vertical height of the lowest geotube is exposed, place a minimum of 2
cy/lf). If the balance of the 22 cy/lf volume is not placed in its entirety
during the 2014-2015 winter, the balance of the sand will be placed by
March 31, 2015.
o Delivery tickets from sand suppliers will be provided to the Conservation
Commission to document the total volume of sand provided on an annual
basis (April 1- March 31 of any given year).
The attached Tables 1 and 2 provide, respectively, a summary of how the project
met its sand delivery requirements as well as a detailed inventory of individual truck
deliveries and receipts.
C. Bluff Augmentation
SBPF and TON are requesting approval of bluff augmentation to further stabilize the bluff.
As described above under #3, in the attached photographs, and in the memo from
Mark Haley dated March 12, 2014, the existing coastal bank above the geotubes
remains susceptible to erosion from rain and stormwater runoff. The bluff is
particularly unstable in those portions that are over-steepened at the top, which are
highly susceptible to further collapse, potentially leading to additional catastrophic
losses at the top of the coastal bank. To address these issues, it is proposed to
“augment” the existing coastal bank in the project area by adding compatible sand
to the face of the coastal bank, via the same conveyor belt system used to provide
the sand cover on the geotubes. Mark Haley of Haley & Aldrich, in his memo dated
March 12, 2014, has indicated that: “Adding sand to the face of the slope,
especially near the top of slope where the slope is near vertical, will greatly increase
the stability of the bluff.”
During the construction process, additional sand was placed at or near the sand
delivery locations at 87/91 and 99/101 Baxter Road (see attached Photograph 5). It
has been observed that this sand acted to protect the face of the bluff because it
increased infiltration of rain and surface water runoff and also attenuated soil
erosion from rain and surface water flows. In the areas where the face of the bluff
Additional Information for March 19, 2014 Conservation Commission Meeting 8
was not augmented with additional sand, surface water flows continued to erode
that portion of the bluff above the geotubes.
SBPF and TON are requesting approval of the existing bluff augmentation now in
place at or near the two sand delivery locations (87/91 and 99/101 Baxter Road), as
well as the proposed added augmentation at 93 Baxter Road, where the existing pre-
1978 dwelling is less than 8 feet from the top of bank and is in imminent danger.
Immediate bluff augmentation efforts at 93 Baxter Road, combined with vegetation,
could stabilize the entire bluff and prevent the loss of this pre-1978 structure. We
note that adding this sand has no negative effect: it is bank- and beach- compatible
and will either remain in place or run down to the geotube template or the beach
for contribution to the littoral system.
List of Attachments
1. Memo from Ocean and Coastal Consultants, dated March 13, 2014
2. DEP Emergency Certification Approval (cover letter and Order of Conditions), dated
December 10, 2013
3. Plan and Isometric View of Returns
4. USACE Correspondence (emails from Epsilon to USACE dated December 27 and
30, 2013 and letter from Epsilon dated February 26, 2014)
5. Memo from Mark Haley dated March 12, 2014
6. Photographs 1-5 of Sconset Bluff
7. Natural Resource Conservation Service’s Plant Guide for American beachgrass
8. Table 1. “Summary of Sand Delivery Requirements for ‘Sconset Geotube Project,
87-105 Baxter Road, Nantucket, MA”
9. Table 2. “Record of Individual Truck Deliveries for ‘Sconset Geotube Project, 87-
105 Baxter Road, Nantucket, MA”
10. Response to Nantucket Land Council Letter dated February 18, 2014
11. Approximate Sand Template
Additional Information for March 19, 2014 Conservation Commission Meeting 9
Ocean and Coastal Consultants, Inc. (OCC) performed a runup and overtopping
analysis on the proposed "hybrid" stabilization system consisting of three (3) tiers of
geotubes to elevation +21 ft MLW followed by jute/coir bags above.
Coastal design parameters such as water levels, wave heights, setup, etc. as outlined in
OCC's memo titled "Sconset Coastal Analysis Summary" dated December 6, 2013
were utilized in the analysis.
Below elevation 18 ft MLW, the structure is subject to direct wave attack from 100-
year storms. At elevation 21 ft MLW, where the fourth tier is proposed, the jute/coir
bags will be subjected to wave runup and subsequent overtopping forces. Wave runup
and overtopping was calculated on the stacked geotube system in accordance with
USACE Coastal Engineering Manual (CEM) methodology for a berm configuration
based on the as-built geometry in which the third tube is set back approximately 11.5 ft
from the front of the middle tube; the top of the third tube is at approximate elevation
of +21 ft MLW with jute/coir bags above set back approximately 11.5 ft to maintain
the existing slope.
The attached spreadsheet using Equation VI-5-7 of the CEM indicates that wave runup
will be 10.4 ft. with average overtopping rate (q) of 1.7x10-2 m3/s per m (17 l/s per m).
The USACE CEM Table VI-5-6 provides critical values of average overtopping
discharges and the rate at which various structures may sustain damage. According to
the table, at 1x10-2 m3/s per meter, a grass sea-dike will be damaged. A grass sea-dike
would be most similar to jute- or coir-covered slope so this overtopping rate will likely
cause damage to the jute/coir bags.
The wet tensile strength of jute/coir products is 21.7 kN/m (machine direction) and
15.1 kN/m (cross direction) while the recommended shear stress is 0.215 kN/m2 (see
attachment). The Wave Overtopping of Sea Defences and Related Structures:
Assessment Manual provides a graph of equivalent pressure for overtopping rates
based on model studies (attached). The equivalent pressure for 17 l/s/m of overtopping
will be in excess of 25 kPa (25 kN/m2) which is greater than the strength of the
material. As a result, it is expected that the jute bags will be torn open under wave
overtopping pressures of the 100-year storm event.
MEMO
TITLE Sconset Hybrid System Runup and Overtopping
DATE 13 March 2014
TO SBPF
COPY Epsilon Associates
FROM Azure Dee Sleicher, P.E.
PROJECT NO 210019.1
ADDRESS Ocean and Coastal
Consultants, Inc.
35 Corporate Drive
Suite 1200
Trumbull, CT 06611
TEL 203-268-5007
FAX 203-268-8821
WWW ocean-coastal.com
PAGE 1/2
PAGE 2/2
Since jute/coir products are susceptible to being ripped open by the forces of storm
waves, it is possible that they may need to be replaced 1-3 times per year. This
replacement can not always occur in a timely fashion during multi-day or rapid
succession storms resulting in loss of protection at a time when it is most needed.
Frequent replacement of jute/coir products results in additional truck traffic and added
costs.
Lastly, the project requires a substantial volume of sacrificial sand (22 cy/lf) to be
placed on top of the geotubes. To spread this volume, a bulldozer (D6 dozer – 18 tons)
and/or an excavator (336 excavator – 40 tons) will be required to be perched on top of
the 4th row of tubes. It is unlikely that a 4th row of jute/coir will be able to withstand
the required loading and shear stresses caused by the equipment operating on top of the
sand-filled jute bag.
For all of the reasons stated above, it is not advisable that jute/coir be used as a
substitution for proper geotextile tubes (geotubes).
Sconset, Nantucket
Geotube Runup and Overtopping Analysis
Ocean and Coastal Consultants
March 2014
Equivalent and Average Slopes (aeq, a):
CEM EQ. VI-5-8 and VI-5-9, Figure VI-5-7 (below)
Input:
a1 a2 Hs (feet)Tp (sec)B (feet)Rc (feet) 2 d (feet) 3
60 60 5 15.2 11.5 11.1 6.1
1 - negative if SWL is below berm, positive if SWL is above
2 - freeboard: top of berm above SWL
3 - water depth from toe of berm to SWL
Output:
aeq a
30.07 60
rB 0.67
rdB 2.46
gb 1.97
Runup and Overtopping Check:
CEM EQ. VI-5-24 and VI-5-25
Sop 0.00
gr 0.90 relatively "smooth" slope
ξop 26.64
ξeq 52.62
gB 1
gh 0.77
Ru2% (feet)10.37 CEM EQ. VI-5-7
q 1.72E-02 m3/s per m
* - see Table VI-5-6 if more conservative limits of overtopping are required
0.6 ≤ gb ≤ 1.0 Optimum value is 0.6
Allowable Limit* = 1E-03 m3/s per m
SWL (feet below berm)1
-11.1
Page 1
Sconset, Nantucket
Geotube Runup and Overtopping Analysis
Ocean and Coastal Consultants
March 2014
x y x y x y x y
0 0 0 0 11.5 0 -2.89 -5
-5.77 -10 11.5 0 17.27 10 14.39 5
-19.92
0.58
x y x y x y
-5.77 -11.1 0 0 -9.30 -16.1
17.27 -11.1 5.77 10 -3.52 -6.1
-8.9E-16
1.73
Hs
y-intercept of a2
Hs
y-intercept of a2 (transposed)
a2
slope of Hs line
a2 (transposed)
Berm Width
SWL
slope of Hs line
a1
-15
-10
-5
0
5
10
15
-10 -5 0 5 10 15 20
Equivalent Slope (Including Berm)
a1 Berm Width a2 Hs
-20
-15
-10
-5
0
5
10
15
-15 -10 -5 0 5 10 15 20
Average Slope (Excluding Berm)
a1 Berm Width a2 SWL a2 transposed Hs
Page 2
Sconset, Nantucket
Geotube Runup and Overtopping Analysis
Ocean and Coastal Consultants
March 2014
17 l/s per m
Page 3
37
33.2 Overtopping velocities
Few data are available on overtopping velocities and their contribution to hazards. For
simply sloping embankments Chapter 5 gives guidance on overtopping flow velocities at
crest and inner slope as well as on flow depths. Velocities of 5-8 m/s are possible for the
maximum overtopping waves during overtopping discharges of about 10-301/s per m width.
Studies of hazards under steady flows suggest that limiu on horizontal velocities for people
and. vehicles will probably need to beset below vX < 2.5 to 5 m/s. ALso refer to Section 5.5.
Upward velocities (vZ) for vertical and battered walls under impulsive and pulsating
conditions have been related to the inshore wave celerity, see Chapter 7. Relative velocities,
vZ/ct have been found to be roughly constant at vZ/ci ~ 2.5 for pulsating and slightly impulsive
conditions, but increase significantly for impulsive conditions, reaching v=/c+ ~ 3 — 7.
333 Overtopping loads and overtopping simulator
Post-overtopping wave loads have seldom been measured on defence structures, build-
ingsbehind sea defences, or on people, so little generic guidance is available. If loadings from
overtopping flows could be important, they should be quantified by interpretation of ap-
propriate field data or by site-specific model studies.
An example (site specific) model study indicates how important these effects might be.
A simple 1 m high vertical secondary wall was set in a horizontal promenade about 7 m back
from the primary seawall, itself a concrete recurve fronted by a rock armoured slope. Pulsat-
ing wave pressures were measured on the secondary wall against the effective overtopping
discharge arriving at the secondary wall, plotted here in Fig. 3.3. This was deduced by apply-
ingEquation 3.1 to overtopping measured at the primary wall, 7 m in front. Whilst strongly
site specific, these results suggest that quite low discharges (0.1-1.01/s/m) may lead to load-
ings up to SkPa.
25
20
.v
y 15
N
~ ~~
a`
s
a8
0
Overtopping discharge at the seawall [llslm]
Fig. 3.3: Example wave forces on a secondary wall
I~ ,Q ~s ~~, ~ ~ Z5 1~ P0.
'----~ ~ 1 ~. ~ 5 ~
~a5[~ 0/1 ~~~u~t
155 Andrew Drive, Stockbridge, GA 30281
1 800 760 3215
Tel: 770 506 8211 E-mail: rolanka@rolanka.com
Fax: 770 506 0391 web: www.rolanka.com
Manufacturer's Certificate of Compliance
TO WHOM IT MAY CONCERN
This is to certify that the BioD-MatTM70 woven coir blanket is woven from machine twisted coir twines
made of bristle coir obtained from freshwater cured coconut husks. BioD-MatTM70 blankets are
manufactured to conform to the following physical properties:
Property Test Method BioD-MatTM70
1. Weight ASTM D 3776 23 oz/SY (780 g/m2)
2. Wide width tensile strength ASTM D 4595
Wet Machine direction 1488 lbs./ft (21.7 kN/m)
Cross direction 1032 lbs./ft (15.1 kN/m)
Dry Machine direction 1740 lbs./ft (25.4 kN/m)
Cross direction 1176 lbs./ft (17.2 KN/m)
3. Elongation at failure ASTM D 4595
Wet Machine direction 38 %
Cross direction 25 %
4. Number of twine in the mat
Machine direction 82 twines /yard (90 twines / m)
Cross direction 55 twines /yard (60 twines / m)
5. Open area Calculated 48 %
6. Thickness ASTM D 1777 0.35 inch (9 mm)
7. Recommended shear stress 4.5 lbs./sq.ft. (215 N/sq.m.)
8. Recommended flow 12 fps (3.7 m/s)
9. Recommend slope >1:1
10. “C” factor 0.002
RoLanka International, Inc.
Calista R. Santha
Calista R. Santha, Ph.D.
President
SBA’s 8(a) & SDB and DOT DBE Certified.
-----Original Message-----
From: Smith, Les
Sent: Monday, December 30, 2013 10:54 AM
To: 'Adams, Karen K NAE'
Cc: 'Kristoff, Richard C NAE'; 'Kotelly, Kevin R NAE'; 'Kara Buzanoski'; Posner Josh (joshposner@mediaone.net);
Jamie Feeley - Cottage & Castle, Inc. (jamie@cottageandcastleinc.com); Hartnett, Maria
Subject: RE: Siasconset Beach, Nantucket (UNCLASSIFIED)
Karen,
After our discussion on Friday, I asked for a survey of the location of the high tide line (HTL) at Sconset to locate
the US Army Corps jurisdiction to determine if the current work of installing geotubes is within your jurisdiction.
A laser level was used to install stakes on the beach at elevation 5.4 feet MLW as shown on the attached 3 photos
taken yesterday 12-29-13 at 0831 at high tide.
HTL as shown on the project plans is identified as 5.1 feet MLW, so these stakes are actually 0.3 feet above HTL.
Therefore, it appears that the geotube work is not within USACE jurisdiction. In my discussion with the
construction manager, all future work will be higher and more landward than the work shown in these photos so
also out of USACE jurisdiction.
I remember that the question of HTL height came up previously at Sconset when Duneguard was being used in
2004. At that time, we did an analysis of the highest predicted tides from 1994 to 2003. The highest predicted tide
was 4.25 feet MLW over that timeframe and USACE requested that we use that elevation for HTL. In 2005 when
SBPF applied for and received a USACE permit for sand delivery via barge (see attached), the elevation of 4.25
feet MLW was used.
Thus, the use of 5.1 feet MLW is a more conservative elevation than was previously accepted.
Let me know if you need any additional information.
Regards,
Les
Lester B. Smith, Jr. Principal
& Coastal Geologist
Epsilon Associates, Inc.
3 Clock Tower Place, Suite 250
Maynard, Massachusetts 01754
Direct: 978.461.6212 Epsilon:
978.897.7100
lsmith@epsilonassociates.com
https://twitter.com/EpsilonAssoc
www.epsilonassociates.com
-----Original Message-----
From: Smith, Les
Sent: Friday, December 27, 2013 12:33 PM
To: 'Adams, Karen K NAE'
Cc: Kristoff, Richard C NAE; Kotelly, Kevin R NAE; 'Kara Buzanoski'; Posner Josh (joshposner@mediaone.net)
Subject: RE: Siasconset Beach, Nantucket (UNCLASSIFIED)
Karen,
This project is an Emergency Certification which was approved by MassDEP then submitted to the Nantucket
Conservation as a joint project by the Town of Nantucket and SBPF and approved.
Their plan set by Milone & MacBroom (attached, approved design was slightly different in terms of the height of
the structure) shows that the proposed work was to be conducted above the High Tide Line on the beach. I am
copying Kara Buzanoski, the Nantucket DPW Head and Josh Posner from SBPF if you need any additional
information regarding the project.
Regards,
Les
February 26, 2014
Kevin Kotelly, P.E.
US Army Corps of Engineers,
696 Virginia Road
Concord, MA 01742
Subject: Emergency Geotube Installation below 87-105 Baxter Road
‘Sconset, Nantucket, MA. File Number: NAE-2005-350
Dear Mr. Kotelly:
The purpose of this letter is to confirm in writing our understanding of the status of
Corps review of the above-referenced project, following our conversation on
February 21, 2014 in regards to your letter dated February 4, 2014 and follow-up
email correspondence from Epsilon on February 6 and February 7, 2014. This letter
also provides to you the information you requested about ongoing maintenance of
the project.
As we discussed, the project was permitted under an emergency certification and
construction occurred from mid-December through the end of January. The as-built
plan for the project (dated January 30, 2014) and submitted to the Corps via email
on February 7, 2014, shows that the project components are above the high tide
line (HTL) elevation of 5.11 feet Mean Low Water (MLW). The HTL elevation was
established by averaging each month’s highest high tide level recorded from the
NOAA Nantucket Station (ID 8449130) over a one year period. I understand that
the Corps concurs with the determination that the constructed project is above the
high tide line and is therefore outside of your jurisdiction.
As we discussed, the design plans for the project (submitted to the Corps via email
on December 27, 2013) indicate that the high tide line elevation is approximately
45- feet or more seaward of the anchor tube (the most seaward component of the
project), which led to our determination that construction of the project would not
require a Corps permit. Due to the timing of permitting, with the project receiving
approval in mid-December, construction had to occur during the winter storm
season, when the beach may have temporarily narrowed. Stakes at elevation 5.4
feet MLW (i.e., somewhat higher than the high tide line elevation of 5.11 feet) were
placed on the beach at the end of December. Photographs of the staked elevation
PRINCIPALS
Theodore A Barten, PE
Margaret B Briggs
Michael E Guski, CCM
Dale T Raczynski, PE
Cindy Schlessinger
Lester B Smith, Jr
Robert D O’Neal, CCM, INCE
Andrew D Magee
Michael D Howard, PWS
Laura E Rome
Douglas J Kelleher
AJ Jablonowski, PE
Samuel G Mygatt, LLB
1943-2010
ASSOCIATES
Stephen H Slocomb, PE
Maureen A Cavanaugh
David E Hewett, LEED AP
3 Clock Tower Place, Suite 250
Maynard, MA 01754
www.epsilonassociates.com
978 897 7100
FAX 978 897 0099
Mr. Kevin Kotelly 2
US Army Corps of Engineers
February 26, 2014
and work on the beach were provided to the Corps via email on December 30,
2014. The construction crew was aware of the HTL location on the beach and
made every effort to stay landward of that line; however, it was sometimes hard to
determine the exact location of the HTL on the beach due to storm conditions and
associated wave runup. We note that the Army Corps definition of high tide line
excludes storm surges:
“The term ‘high tide line’ means the line of intersection of the land with the
water's surface at the maximum height reached by a rising tide. The high
tide line may be determined, in the absence of actual data, by a line of oil or
scum along shore objects, a more or less continuous deposit of fine shell or
debris on the fore shore or berm, other physical markings or characteristics,
vegetation lines, tidal gages, or other suitable means that delineate the
general height reached by a rising tide. The line encompasses spring high
tides and other high tides that occur with periodic frequency but does not
include storm surges in which there is a departure from the normal or
predicted reach of the tide due to the piling up of water against a coast by
strong winds such as those accompanying a hurricane or other intense
storm” [emphasis added].
Overall, there were no permanent impacts below the HTL and any temporary
impacts that may have occurred below the HTL elevation have been restored to pre-
existing conditions through natural wind and wave action.
Based on our conversation, I understand that the Corps is taking no further action on
the work completed to date. Specifically, the Corps is not requesting additional
information, not issuing an enforcement order, and not requiring or seeking an after-
the-fact permit. I also understand that the Corps is requesting (1) that we provide
information on maintenance of this project to the Corps and obtain a permit if
required, and (2) that we contact the Corps if any expansion of the project is
proposed and obtain a permit if required. The attachment to this letter provides the
requested information on maintenance. Additionally, a Notice of Intent for the
project is under review that contemplates expansion of the geotube approximately
400 feet southward to the southern border of 85 Baxter Road. We will provide
information to you on the construction of the proposed expansion in a subsequent
submittal to assist your determination of whether a Corps permit is required for this
work.
Mr. Kevin Kotelly 3
US Army Corps of Engineers
February 26, 2014
Please contact me at (703) 489-8945 or mhartnett@epsilonassociates.com, or Les
Smith at (978) 461-6212 or lsmith@epsilonassociates.com, for any questions
regarding this submission.
Sincerely,
EPSILON ASSOCIATES, INC.
Maria B. Hartnett
Senior Consultant
Enclosure
Copy Furnished (via email):
Jeff Carlson, Natural Resources Coordinator, 2 Bathing Beach Road, Nantucket, MA
02554, jcarlson@nantucket-ma.gov
Ms. Elizabeth F. Kouloheras, DEP Southeast Regional Office, Wetlands and
Waterways, 20 Riverside Drive, Lakeville, MA 02347,
elizabeth.kouloheras@state.ma.us
Robert Boeri, Coastal Zone Management, Boston, MA, robert.boeri@state.ma.us
Kara Buzanoksi, Town of Nantucket Department of Public Works,
kbunzanoski@nantucket-ma.gov
Joshua Posner, President, Sconset Beach Preservation Fund,
jposner@risingtidellc.net
sconsetbeachpreservationfund@gmail.com
MAINTENANCE PROTOCOLS FOR THE GEOTUBE SYSTEM AT
87-105 BAXTER ROAD, NANTUCKET, MA
FEBRUARY 26, 2014
Maintenance of the above-referenced project is primarily anticipated to include replacing the sand
cover. It is anticipated that sand will be added over the geotubes two times each year (spring and
fall), with possible additional deliveries during the winter if required by severe storms. As during
the initial installation, sand will be delivered at the top of the bluff to a conveyor belt that will
dump it over the edge. (Once the coastal bank is vegetated, ADS pipes will be placed on the bank
face to convey the sand while protecting the vegetation.) An excavator and a bulldozer will be
positioned on the template above the third geotube; the excavator will pull sand from the pile and
make it available to the dozer, which will spread the sand over the length of the geotubes and up
and down the face of the geotube as necessary. During a small maintenance event, a skid steer or
loader could be used in place of the excavator and bulldozer; these would work in approximately
the same locations as the excavator or bulldozer. Overall, the sand maintenance activity will occur
either on top of the geotubes and/or at the back of the beach (within approximately 15 feet of the
seaward edge of the lowest geotube). The equipment will access the beach via the Hoick’s
Hollow accessway to the north of the project location. Therefore, the sand maintenance would not
appear to be within Army Corps jurisdiction.
The only other maintenance activity that may be required is repair of the geotubes from any storm
damage. This activity would involve a skid steer or an excavator depending on the scale and
location of the damage and required patch. This would not involve slurry pumping, only infilling
and patching. As with the sand maintenance activity, this work would occur at the back of the
beach, above the high tide line, and equipment access would be via Hoick’s Hollow. Therefore,
any geotube repair activities would not appear to be within Army Corps jurisdiction.
MEMORANDUM
12 March 2014
File No. 26694-300
TO: Sconset Beach Preservation Fund
Epsilon Associates
Les Smith
FROM: Haley & Aldrich, Inc.
Mark X. Haley, P.E.
SUBJECT: Sconset Beach
Recommendations to Increase Bluff Stability
This memo has been prepared to present recommendations to increase bluff stability at the Sconset
Bluffs adjacent to Baxter Road. While a portion of the toe of the bluff (Lot 87 to 105) has been
protected by the geotube installation, additional measures are recommended to address the potential for
ongoing erosion of the face and especially the top of the bluff due to surface water runoff and the
potential collapse of the near-vertical sections at the top of the slope. If not addressed, ongoing erosion
and slumping can reasonably be expected to result in further losses to the top of the bluff that may
threaten Baxter Road and associated utilities or certain homes. The toe protection addresses the major
source of erosion; however, leaving the face of the bluff unprotected leaves a lesser but still critically
important element unaddressed.
Haley & Aldrich recommends protecting the face of the bluff as follows:
1. Install surface water drains along Baxter Road at selected locations. We recommend that discrete
sub-surface drainage systems be installed perpendicular and potentially parallel to Baxter Road in
selected locations to control water breakout on the face of slope causing further erosion. We
recommend placement of a 4 inch diameter perforated pipe within a shallow narrow trench backfilled
with crushed stone wrapped in filter fabric to collect and direct water to the slope face. To control
water flow down the face of the bluff, a solid pipe down the face slope could be installed and direct
water to the sand and beach area below. The location of these limited sub-surface drains would be
selected based on observations following a significant rain event to identify where:
a. ponding of water occurs at the edge of Baxter Road, and
b. water breakout at the face of slope is observed
These elements are proposed to reduce the potential for bank erosion due to surface water run-off. The
stone and pipe system will have no impact on subsurface water hydrogeology as the stone and pipe are
located significantly above the ground water table. The system is to control the surface water and
preclude impacts to the soils at the bluff face. This system is recommended specifically at Lot 91, and
would also be beneficial at other locations where area topography is such that surface water runoff from
Baxter Road is being directed across the property overland and towards the bluff.
Haley & Aldrich, Inc. 465 Medford St.
Suite 2200
Boston, MA 02129
Tel: 617.886.7400
Fax: 617.886.7600
HaleyAldrich.com
Sconset Beach Preservation Fund
12 March 2014
Page 2
Additional backfill is also recommended specific to Lot 91, where a gully has historically been present.
The location of the gully has always been slightly lower in elevation than the surrounding land and is
believed to potentially be an old surface water drainage channel primarily from Baxter Road. The
gully should be backfilled and the backfill material placed should continue to allow surface water to
flow from Baxter Road out to the bluff, using the surface water drain described above.
2. “Augment” the face of the bluff by placing additional sand above the geotubes. Adding sand to the
face of the slope, especially near the top of slope where the slope is near vertical, will greatly increase
the stability of the bluff. The additional sand will result in a shallower, more stable slope angle that
will decrease the likelihood of collapse of the over steepened upper portions of the bluff. Additional
sand augmentation will also provide increased infiltration of rain and surface water runoff and attenuate
soil erosion from rain and surface water flows (Refer to Photo 1). Such augmentation can be beneficial
anywhere in the project area from 87-105 Baxter Road where the upper bluff is near vertical or where
the bank soils provide poor drainage, and could be prioritized in those areas where Baxter Road or
homes are most threatened.
With the onset of spring and significant rain events, as experienced during the past few years, “sand
augmentation” should be a priority especially where structures are close to the Bluff or where the
distance to Baxter Road is less than 35 to 40 feet.
3. Plant the face of the bluff with beach grass and native shrubs. We recommend a planting program
of beach grass and native shrubs be implemented, which will restore the slope to its “native state” and
increase face stability and reduce erosion of the slope above the geotubes due to rain events. The use
of a biodegradable netting and/or erosion control fabric is also recommended. In those areas where the
face of the bank is uneven (which appears to be over much of the project area from 87-105 Baxter
Road), placement of additional sand and slope grading is recommended to create a uniform surface of
the slope and allow plantings.
As with the augmentation, vegetation should be a priority this spring.
G:\26694\300\Correspondence\2014-04-12Client Memo Backfill at Erosion Gully-Lot 91 V3 combined edits.docx
Photographs 1-2
Sconset Bluff – Upper Bank Erosion
Baxter Road Geotube Project Nantucket, MA
Image courtesy of George Riethof and the ‘Sconset Trust
Photographs 3-4
Sconset Bluff - Upper Bank Erosion
Baxter Road Geotube Project Nantucket, MA
Photograph 5
Sconset Bluff
Baxter Road Geotube Project Nantucket, MA
Image obtained from the Facebook page of the Nantucket Coastal Conservancy
Plant Guide
Plant Materials <http://plant-materials.nrcs.usda.gov/>
Plant Fact Sheet/Guide Coordination Page <http://plant-materials.nrcs.usda.gov/intranet/pfs.html>
National Plant Data Center <http://npdc.usda.gov>
AMERICAN
BEACHGRASS
Ammophila breviligulata Fern.
Plant Symbol = AMBR
Contributed By: USDA NRCS New Jersey State
Office and the National Plant Data Center
Alternate Names
coastal beachgrass, beach grass, marram grass
Uses
Dune Stabilization: Major use is to stabilize moving
sand along the Atlantic seacoast and Great Lakes
region. It is the best species for the initial
stabilization of frontal dunes.
Revegetation: Useful as an erosion control plant on
non-dune areas where soils are very sandy or
inherently droughty and the site conditions make
establishment of seeded species very difficult. In this
application, the beachgrass may only survive a few
years, but it plays a valuable role in jump-starting
plant succession. Also used on soils high in salinity,
such as industrial waste needing vegetative cover.
Status
Please consult the PLANTS Web site and your State
Department of Natural Resources for this plant’s
current status, such as, state status and wetland
indicator values.
Description
General: Grass Family (Poaceae). American
beachgrass, is a leafy, spreading, rhizomatous, native,
bunch grass with many stems per clump. It may
reach a height of two to three feet. The seed head is a
spike-like panicle, about ten inches long, and appears
in late July or August. Leaves are long and narrow,
and may become rolled or folded as it matures.
One outstanding growth characteristic is the strong
underground stems (rhizomes) that spread beneath
the sand and give rise to many new plants. Its
vigorous growth enables the plant to withstand heavy
deposits of sand and grow up through it.
Distribution
For current distribution, please consult the Plant
Profile page for this species on the PLANTS Web
site.
Establishment
Adaptation: It is native to the mid-Atlantic coastal
region from Maine to North Carolina, and the Great
Lakes region. It will grow on inland sites, high in
sand and/or saline content, provided applications of
fertilizers containing nitrogen are made. Requires a
sunny position in a light, well-drained soil and is very
tolerant of severe maritime exposure. The plant has a
deep, strong and extensively creeping rhizome, and
can become invasive when growing in suitable
conditions. This ability to colonize makes this grass
very valuable for dune stabilization.
Planting: The best time to plant beach grass is from
October 1 to March 30 in the Mid-Atlantic region,
but may be extended to April 30 in New England in
most seasons. If properly planted, good survival can
be expected at any time during this period, except
when soil is frozen. Summer plantings are not
satisfactory.
American beachgrass can be planted either by hand
or by mechanical equipment designed for this work.
Hitchcock (1951)
The stems of plants (culms) are used for planting
stock. Two to three culms are planted per hole.
Space plants 18" by 18" unless wind erosion is
severe, then spacing is reduced to 12” by 12”.
Stagger the plantings in alternate rows to provide
maximum erosion control. On very stable areas
where wind is not a factor, a spacing of 24" by 24" is
suitable. An 18” by 18" spacing requires 58,500
culms per acre, or 1,350 culms per 1,000 square feet.
Beachgrass culms must be planted at least 8" deep.
This prevents plants from drying out, as well as being
blown out by the wind. A tiling or ditching spade is
an excellent tool for opening the planting hole. The
culms and roots must be kept moist before and during
planting. Success of planting will increase if the
stock is dormant or has made very little growth.
Fertilizer properly applied is the key to good
vigorous growth, as coastal sands are rather infertile.
Apply fertilizer 30 days after planting, but no earlier
than April 1 in the Mid-Atlantic and May 1 in New
England. Inorganic, granular fertilizers high in
nitrogen are best, if available (N-P-K analysis of 30-
10-0, 16-8-8 or 10-10-10). Split the fertilizer
applications: One in spring, another early summer,
and a third in late summer, only in the establishment
year. Apply no more than 1 lb. of N/1000 sq. ft .in a
single application.
Management
Once the stand is well established, the rate of
fertilizer applied can be reduced by half, or applied
only when the stand appears to be weakening, based
on local soil test results. Pedestrian and vehicular
traffic that bends or breaks the culms will seriously
damage the plants and may kill them if traffic is
intensive.
Cultivars, Improved and Selected Materials
[Vegetative culms] of ‘Cape’ and ‘Hatteras’ are
commercially available, though seed is not available.
‘Cape’ is the most recent variety and was developed
by the Natural Resources Conservation Service [in
1970] at the Cape May Plant Materials Center, Cape
May Court House, New Jersey. Material for this
release was collected in Barnstable County,
Massachusetts. It is very vigorous, a heavy culm
producer with leaves exceptionally broad, and
spreads rapidly by rhizomes.
‘Hatteras’ was developed by the North Carolina
Agricultural Experiment Station and is better adapted
to southern climates. Hatteras was developed from a
collection of 18 clones screened for vigor and rate of
spread. This cultivar is characterized by early vigor.
References
Alderson, J. & C. Sharp 1994. Grass varieties in the
United States. Agriculture Handbook No. 170.
USDA, Soil Conservation Service, Washington, D.C.
296 pp.
Gleason, H.A. & A. Cronquist 1991. Manual of
vascular plants of northeastern United States and
adjacent Canada. The New York Botanical Garden,
Bronx, New York. 910 pp.
Hitchcock, A.S. 1951. Manual of the grasses of the
United States. Miscellaneous Publication No. 200.
USDA, Washington, D.C. 1051 pp.
Radford, A.E., H.E. Ahles, & C.R. Bell 1968.
Manual of the vascular flora of the Carolinas. The
university of North Carolina Press, Chapel Hill,
North Carolina. 1183
Selisker, D.M. 1995. Coastal dune restoration: A
strategy for alleviating dieout of Ammophila
breviligulata. Restoration Ecology 3(1):54-60.
Seymour, F.C. 1993. The flora of New England.
Privately printed. 611 pp.
Prepared By
Chris Miller
USDA, NRCS, New Jersey State Office
J. Scott Peterson
USDA NRCS National Plant Data Center, Baton
Rouge, Louisiana
Species Coordinator
Chris Miller
USDA, NRCS, New Jersey State Office, Somerset,
New Jersey
Edited 05dec00 jsp;07feb03ahv; 30may06jsp
For more information about this and other plants, please contact
your local NRCS field office or Conservation District, and visit the
PLANTS Web site<http://plants.usda.gov> or the Plant Materials
Program Web site <http://Plant-Materials.nrcs.usda.gov>
The U.S. Department of Agriculture (USDA) prohibits
discrimination in all its programs and activities on the basis of
race, color, national origin, sex, religion, age, disability, political
beliefs, sexual orientation, and marital or family status. (Not all
prohibited bases apply to all programs.) Persons with disabilities
who require alternative means for communication of program
information (Braille, large print, audiotape, etc.) should contact
USDA's TARGET Center at 202-720-2600 (voice and TDD).
To file a complaint of discrimination write USDA, Director, Office
of Civil Rights, Room 326-W, Whitten Building, 14th and
Independence Avenue, SW, Washington, DC 20250-9410 or call
202-720-5964 (voice or TDD). USDA is an equal opportunity
provider and employer.
Read about Civil Rights at the Natural Resources Convervation
Service.
Table 1. Summary of Sand Delivery Requirements for 'Sconset Geotube Project, 87-105 Baxter Road, Nantucket, MA
Sand Delivery Amounts Cubic Yard (CY)/
Linear Foot (LF)
Project
Length (LF)Total CY
Geotube Construction
Inside Tier 2 Geotube 4.5 852 3834
Inside Tier 3 Geotube 4.5 835 3757.5
Bench Behind Tier 2 Geotube 3 852 2556
Bench Behind Tier 3 Geotube 3 835 2505
Mitigation 22 852 18744
Total Sand Delivery Required 31,396.50
Total Sand Delivery Completed 39,204.24
Surplus Sand Delivered
(At sand delivery locations, on bluff face, at ends, for
construction, etc.)7,807.74
Page 1 of 27
Table 2. Record of Individual Truck Deliveries for 'Sconset Geotube Project, 87-105 Baxter Road, Nantucket, MA
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 89588 12/18/2013 1:00 Tri Axle 22 594.00$
P&M Reis 89588 12/18/2013 1:32 Tri Axle 22 594.00$
P&M Reis 89588 12/18/2013 2:05 Tri Axle 22 594.00$
P&M Reis 89588 12/18/2013 3:10 Tri Axle 22 594.00$
P&M Reis 89588 12/18/2013 4:05 Tri Axle 22 594.00$
P&M Reis 89588 12/18/2013 1:40 Perry Mack 16 432.00$
P&M Reis 89588 12/18/2013 9:01 Truck #5 20 540.00$
P&M Reis 89588 12/18/2013 11:07 Truck #5 20 540.00$
P&M Reis 89588 12/18/2013 12:28 Truck #5 20 540.00$
P&M Reis 89588 12/18/2013 1:10 Truck #5 20 540.00$
P&M Reis 89588 12/18/2013 1:54 Truck #5 20 540.00$
P&M Reis 89588 12/18/2013 7:45 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 10:50 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 12:15 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 12:55 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 1:49 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 2:46 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 3:35 New Mack 20 540.00$
P&M Reis 89588 12/18/2013 4:10 New Mack 20 540.00$ 10,422.00$
Holdgate 48974 12/18/2013 09:41:21AM 1,CAT 966H 17.54 473.58$
Holdgate 48974 12/18/2013 11:49:43AM 1,CAT 966H 21.87 590.49$
Holdgate 48974 12/18/2013 11:58:55AM 1,CAT 966H 23.02 621.54$
Holdgate 48974 12/18/2013 12:50:08PM 1,CAT 966H 22.17 598.59$
Holdgate 48974 12/18/2013 12:52:57PM 1,CAT 966H 22.96 619.92$
Holdgate 48974 12/18/2013 12:55:23PM 1,CAT 966H 17.22 464.94$
Holdgate 48974 12/18/2013 01:24:30PM 1,CAT 966H 22.45 606.15$
Holdgate 48974 12/18/2013 01:34:19PM 1,CAT 966H 23.22 626.94$
Holdgate 48974 12/18/2013 01:43:21PM 1,CAT 966H 17.69 477.63$
Holdgate 48974 12/18/2013 02:00:08PM 1,CAT 966H 22.9 618.30$
Holdgate 48974 12/18/2013 02:29:24PM 1,CAT 966H 22.43 605.61$
Holdgate 48974 12/18/2013 02:48:47PM 1,CAT 966H 17.66 476.82$
Holdgate 48974 12/18/2013 03:14:41PM 1,CAT 966H 23.99 647.73$
Holdgate 48974 12/18/2013 03:23:02PM 1,CAT 966H 22.57 609.39$
Holdgate 48974 12/18/2013 04:05:56pm 1,CAT 966H 22.03 594.81$ 8,632.44$
P&M Reis 74752 12/19/2013 7:15 Tr Axle 22 594.00$
P&M Reis 74752 12/19/2013 7:55 Tri Axle 22 594.00$
P&M Reis 74752 12/19/2013 3:00 Tri Axle 22 594.00$
P&M Reis 74752 12/19/2013 2:42 Truck #5 20 540.00$
P&M Reis 74752 12/19/2013 3:22 Truck #5 20 540.00$
P&M Reis 74752 12/19/2013 7:25 New Mack 20 540.00$
P&M Reis 74752 12/19/2013 8:05 New Mack 20 540.00$
P&M Reis 74752 12/19/2013 2:40 New Mack 20 540.00$ 4,482.00$
Holdgate 49003 12/19/2013 06:53:38AM 1,CAT 966H 21.25 573.75$
Holdgate 49003 12/19/2013 07:00:24AM 1,CAT 966H 22.19 599.13$
Holdgate 49003 12/19/2013 07:32:23AM 1,CAT 966H 23.05 622.35$
Holdgate 49003 12/19/2013 07:37:35AM 1,CAT 966H 23.75 641.25$ 2,436.48$
Holdgate 49049 12/28/2013 06:37:00AM 1,CAT 966H 21.34 576.18$
Holdgate 49049 12/28/2013 06:45:14AM 1,CAT 966H 22.11 596.97$
Holdgate 49049 12/28/2013 07:15:01AM 1,CAT 966H 22.85 616.95$
Holdgate 49049 12/28/2013 07:21:43AM 1,CAT 966H 23.74 640.98$
Holdgate 49049 12/28/2013 07:30:14AM 1,CAT 966H 22.53 608.31$
Holdgate 49049 12/28/2013 07:55:00AM 1,CAT 966H 22.63 611.01$
Holdgate 49049 12/28/2013 8:19:23AM 1,CAT 966H 23.67 639.09$
Holdgate 49049 12/28/2013 8:32:11AM 1,CAT 966H 22.32 602.64$
Holdgate 49049 12/28/2013 9:00:38AM 1,CAT 966H 22.94 619.38$
Holdgate 49049 12/28/2013 09:09:37AM 1,CAT 966H 22.83 616.41$
Holdgate 49049 12/28/2013 9:39:03AM 1,CAT 966H 23.58 636.66$
Holdgate 49049 12/28/2013 9:58:25AM 1,CAT 966H 22.45 606.15$
Holdgate 49049 12/28/2013 10:16:14AM 1,CAT 966H 23.53 635.31$
Holdgate 49049 12/28/2013 10:54:10AM 1,CAT 966H 22.76 614.52$
Holdgate 49049 12/28/2013 11:26:03AM 1,CAT 966H 23.19 626.13$
Holdgate 49049 12/28/2013 11:42:54PM 1,CAT 966H 22.53 608.31$
Holdgate 49049 12/28/2013 12:05:43PM 1,CAT 966H 21.78 588.06$
Holdgate 49049 12/28/2013 12:24:37PM 1,CAT 966H 22.41 605.07$
Holdgate 49049 12/28/2013 12:46:29PM 1,CAT 966H 23.94 646.38$
Holdgate 49049 12/28/2013 01:16:40PM 1,CAT 966H 23.08 623.16$
Holdgate 49049 12/28/2013 01:33:44PM 1,CAT 966H 22.49 607.23$
Holdgate 49049 12/28/2013 01:37:51PM 1,CAT 966H 17.47 471.69$
Holdgate 49049 12/28/2013 01:05:30PM 1,CAT 966H 22.13 597.51$
Holdgate 49049 12/28/2013 02:25:15PM 1,CAT 966H 22.65 611.55$
Holdgate 49049 12/28/2013 02:47:31PM 1,CAT 966H 22.78 615.06$
Page 2 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49049 12/28/2013 03:07:32PM 1,CAT 966H 23.38 631.26$
Holdgate 49049 12/28/2013 03:20:49PM 1,CAT 966H 23.1 623.70$ 16,475.67$
P&M Reis 74797 12/28/2013 7:30 Tri Axle 22 594.00$
P&M Reis 74797 12/28/2013 8:10 Tri Axle 22 594.00$
P&M Reis 74797 12/28/2013 8:55 Tri Axle 22 594.00$
P&M Reis 74797 12/28/2013 9:35 Tri Axle 22 594.00$
P&M Reis 74797 12/28/2013 10:20 Tri Axle 22 594.00$
P&M Reis 74797 12/28/2013 7:40 New Mack 20 540.00$
P&M Reis 74797 12/28/2013 8:16 New Mack 20 540.00$
P&M Reis 74797 12/28/2013 8:58 New Mack 20 540.00$
P&M Reis 74797 12/28/2013 9:41 New Mack 20 540.00$
P&M Reis 74797 12/28/2013 10:24 New Mack 20 540.00$ 5,670.00$
Holdgate 49055 12/30/2013 07:07:07AM 1,CAT 966H 22.41 605.07$
Holdgate 49055 12/30/2013 07:49:52AM 1,CAT 966H 23.85 643.95$
Holdgate 49055 12/30/2013 08:23:11AM 1,CAT 966H 22.89 618.03$
Holdgate 49055 12/30/2013 09:00:38AM 1,CAT 966H 23.09 623.43$
Holdgate 49055 12/30/2013 09:35:01AM 1,CAT 966H 23.09 623.43$
Holdgate 49055 12/30/2013 10:03:14AM 1,CAT 966H 22.58 609.66$
Holdgate 49055 12/30/2013 10:06:10AM 1,CAT 966H 23.44 632.88$
Holdgate 49055 12/30/2013 10:35L:56AM 1,CAT 966H 23.83 643.41$
Holdgate 49055 12/30/2013 10:41:8AM 1,CAT 966H 24.29 655.83$
Holdgate 49055 12/30/2013 11:09:00AM 1,CAT 966H 23.93 646.11$
Holdgate 49055 12/30/2013 11:18:07AM 1,CAT 966H 22.98 620.46$
Holdgate 49055 12/30/2013 11:38:55AM 1,CAT 966H 23.22 626.94$
Holdgate 49055 12/30/2013 11:50:01AM 1,CAT 966H 24.18 652.86$
Holdgate 49055 12/30/2013 12:09:54PM 1,CAT 966H 23.56 636.12$
Holdgate 49055 12/30/2013 12:21:29PM 1,CAT 966H 23.96 646.92$
Holdgate 49055 12/30/2013 12:40:57PM 1,CAT 966H 23.79 642.33$
Holdgate 49055 12/30/2013 12:53:35PM 1,CAT 966H 24.1 650.70$
Holdgate 49055 12/30/2013 01:14:28PM 1,CAT 966H 23.7 639.90$
Holdgate 49055 12/30/2013 01:25:01PM 1,CAT 966H 24.29 655.83$
Holdgate 49055 12/30/2013 01:45:56Pm 1,CAT 966H 24.56 663.12$
Holdgate 49055 12/30/2013 02:00:34PM 1,CAT 966H 23.11 623.97$
Holdgate 49055 12/30/2013 02:17:45PM 1,CAT 966H 23.03 621.81$
Holdgate 49055 12/30/2013 02:49:00PM 1,CAT 966H 24.85 670.95$
Holdgate 49055 12/30/2013 02:53:49PM 1,CAT 966H 24.23 654.21$
Holdgate 49055 12/30/2013 03:02:56PM 1,CAT 966H 24.4 658.80$
Holdgate 49055 12/30/2013 03:28:54PM 1,CAT 966H 24.23 654.21$
Holdgate 49055 12/30/2013 03:36:44PM 1,CAT 966H 24.1 650.70$ 17,271.63$
P&M Reis 89710 12/30/2013 9:51 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 10:33 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 11:18 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 12:00 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 12:45 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 1:31 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 2:19 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 3:00 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 3:43 Truck #5 20 540.00$
P&M Reis 89710 12/30/2013 12:12 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 1:03 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 1:42 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 2:25 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 3:10 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 3:50 Tri Axle 22 594.00$
P&M Reis 89710 12/30/2013 7:14 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 7:50 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 8:30 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 9:10 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 10:10 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 10:55 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 11:32 New Mack 20 540.00$
P&M Reis 89710 12/30/2013 12:12 New Mack 20 540.00$ 12,744.00$
Holdgate 49061 12/31/2013 07:05:37AM 1,CAT 966H 22.18 598.86$
Holdgate 49061 12/31/2013 07:18:28AM 1,CAT 966H 23.03 621.81$
Holdgate 49061 12/31/2013 07:46:33AM 1,CAT 966H 23.91 645.57$
Holdgate 49061 12/31/2013 07:53:23AM 1,CAT 966H 23.61 637.47$
Holdgate 49061 12/31/2013 08:17:06AM 1,CAT 966H 23.38 631.26$
Holdgate 49061 12/31/2013 08:26:34AM 1,CAT 966H 23.34 630.18$
Holdgate 49061 12/31/2013 08:48:25AM 1,CAT 966H 24 648.00$
Holdgate 49061 12/31/2013 09:04:22AM 1,CAT 966H 23.3 629.10$
Holdgate 49061 12/31/2013 09:21:15AM 1,CAT 966H 24.41 659.07$
Holdgate 49061 12/31/2013 09:38:28am 1,CAT 966H 24.94 673.38$
Page 3 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49061 12/31/2013 09:59:19AM 1,CAT 966H 23.78 642.06$
Holdgate 49061 12/31/2013 10:12:52A<1,CAT 966H 24.78 669.06$
Holdgate 49061 12/31/2013 10:32:57AM 1,CAT 966H 23.97 647.19$
Holdgate 49061 12/31/2013 11:05:39AM 1,CAT 966H 22.87 617.49$ 8,950.50$
P&M Reis 89719 12/31/2013 7:16 New Mack 20 540.00$
P&M Reis 89719 12/31/2013 7:56 New Mack 20 540.00$
P&M Reis 89719 12/31/2013 8:35 New Mack 20 540.00$
P&M Reis 89719 12/31/2013 9:13 New Mack 20 540.00$
P&M Reis 89719 12/31/2013 9:54 New Mack 20 540.00$
P&M Reis 89719 12/31/2013 7:25 Tri Axle 22 594.00$
P&M Reis 89719 12/31/2013 8:00 Tri Axle 22 594.00$
P&M Reis 89719 12/31/2013 8:40 Tri Axle 22 594.00$
P&M Reis 89719 12/31/2013 9:20 Tri Axle 22 594.00$
P&M Reis 89719 12/31/2013 10:00 Tri Axle 22 594.00$
P&M Reis 89719 12/31/2013 10:59 Tri Axle 22 594.00$ 6,264.00$
Holdgate 49063 1/1/2014 07:11:24Am 1,CAT 966H 21.91 591.57$
Holdgate 49063 1/1/2014 07:14:21AM 1,CAT 966H 21.68 585.36$
Holdgate 49063 1/1/2014 07:48:16AM 1,CAT 966H 22.66 611.82$
Holdgate 49063 1/1/2014 07:52:36AM 1,CAT 966H 22.33 602.91$
Holdgate 49063 1/1/2014 08:24:22AM 1,CAT 966H 22.43 605.61$
Holdgate 49063 1/1/2014 08:27:01AM 1,CAT 966H 23.1 623.70$
Holdgate 49063 1/1/2014 08:56:15AM 1,CAT 966H 22.69 612.63$
Holdgate 49063 1/1/2014 09:02:36AM 1,CAT 966H 22.74 613.98$
Holdgate 49063 1/1/2014 09:30:44AM 1,CAT 966H 23.18 625.86$
Holdgate 49063 1/1/2014 09:33:44AM 1,CAT 966H 22.26 601.02$
Holdgate 49063 1/1/2014 10:04:26AM 1,CAT 966H 21.92 591.84$
Holdgate 49063 1/1/2014 10:08:12AM 1,CAT 966H 23.91 645.57$
Holdgate 49063 1/1/2014 10:31:30AM 1,CAT 966H 23.08 623.16$
Holdgate 49063 1/1/2014 10:36:39AM 1,CAT 966H 25.35 684.45$
Holdgate 49063 1/1/2014 11:01:57AM 1,CAT 966H 25.14 678.78$
Holdgate 49063 1/1/2014 11:10:26am 1,CAT 966H 24.94 673.38$
Holdgate 49063 1/1/2014 11:32:57AM 1,CAT 966H 23.86 644.22$
Holdgate 49063 1/1/2014 11:57:37AM 1,CAT 966H 24.13 651.51$
Holdgate 49063 1/1/2014 12:04:24PM 1,CAT 966H 23.77 641.79$
Holdgate 49063 1/1/2014 12:11:49PM 1,CAT 966H 23.91 645.57$
Holdgate 49063 1/1/2014 12:39:50PM 1,CAT 966H 24.34 657.18$
Holdgate 49063 1/1/2014 12:44:22PM 1,CAT 966H 23.34 630.18$
Holdgate 49063 1/1/2014 01:18:23PM 1,CAT 966H 24.12 651.24$
Holdgate 49063 1/1/2014 01:16:29PM 1,CAT 966H 23.62 637.74$
Holdgate 49063 1/1/2014 01:41:45PM 1,CAT 966H 23 621.00$
Holdgate 49063 1/1/2014 01:49:25PM 1,CAT 966H 23.91 645.57$ 16,397.64$
P&M Reis 89726 1/2/2014 9:14 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 10:28 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 11:05 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 11:41 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 12:20 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 12:55 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 1:35 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 2:12 New Mack 20 540.00$
P&M Reis 89726 1/2/2014 10:52 AJ 16 432.00$
P&M Reis 89726 1/2/2014 11:36 AJ 16 432.00$
P&M Reis 89726 1/2/2014 12:15 AJ 16 432.00$
P&M Reis 89726 1/2/2014 12:48 AJ 16 432.00$
P&M Reis 89726 1/2/2014 1:30 AJ 16 432.00$
P&M Reis 89726 1/2/2014 2:10 AJ 16 432.00$
P&M Reis 89726 1/2/2014 8:55 Truck # 12 16 432.00$
P&M Reis 89726 1/2/2014 9:35 Truck # 12 16 432.00$
P&M Reis 89726 1/2/2014 10:36 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 11:15 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 11:53 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 12:35 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 1:15 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 1:49 Truck #12 16 432.00$
P&M Reis 89726 1/2/2014 8:09 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 9:00 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 9:40 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 10:35 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 11:14 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 11:57 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 12:25 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 1:13 Truck #5 20 540.00$
P&M Reis 89726 1/2/2014 1:47 Truck #5 20 540.00$
Page 4 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 89726 1/2/2014 8:24 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 9:01 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 9:42 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 10:36 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 10:22 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 12:05 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 12:45 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 1:23 Tri Axle 22 594.00$
P&M Reis 89726 1/2/2014 1:58 Tri Axle 22 594.00$ 20,574.00$
P&M Reis 89744 1/4/2014 11:45 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 12:30 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 1:10 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 1:53 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 2:33 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 3:10 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 3:53 Truck # 12 16 432.00$
P&M Reis 89744 1/4/2014 10:00 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 10:41 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 11:22 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 12:00 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 12:39 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 1:18 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 2:03 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 2:45 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 3:33 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 4:10 New Mack 20 540.00$
P&M Reis 89744 1/4/2014 10:58 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 11:42 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 12:27 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 1:15 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 1:56 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 2:36 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 3:20 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 4:04 Truck #5 20 540.00$
P&M Reis 89744 1/4/2014 10:09 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 10:49 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 11:36 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 12:18 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 1:00 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 1:45 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 2:28 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 3:15 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 4:00 Tri Axle 22 594.00$
P&M Reis 89744 1/4/2014 11:20 AJ 16 432.00$
P&M Reis 89744 1/4/2014 12:07 AJ 16 432.00$
P&M Reis 89744 1/4/2014 12:05 AJ 16 432.00$
P&M Reis 89744 1/4/2014 1:34 AJ 16 432.00$
P&M Reis 89744 1/4/2014 2:20 AJ 16 432.00$
P&M Reis 89744 1/4/2014 3:05 AJ 16 432.00$
P&M Reis 89744 1/4/2014 3:48 AJ 16 432.00$
P&M Reis 89744 1/4/2014 2:15 JasonD 18 486.00$
P&M Reis 89744 1/4/2014 2:53 JasonD 18 486.00$
P&M Reis 89744 1/4/2014 3:38 JasonD 18 486.00$ 22,572.00$
Holdgate 49073 1/4/2014 10:01:50AM 1,CAT 966H 21.86 590.22$
Holdgate 49073 1/4/2014 10:18:27AM 1C 22.65 611.55$
Holdgate 49073 1/4/2014 10:46::11AM 1,CAT 966H 23.83 643.41$
Holdgate 49073 1/4/2014 10:57:46AM 1,CAT 966H 23.08 623.16$
Holdgate 49073 1/4/2014 11:38:10AM 1,CAT 966H 23.53 635.31$
Holdgate 49073 1/4/2014 11:41:46AM 1,CAT 966H 23.62 637.74$
Holdgate 49073 1/4/2014 12:20:41PM 1,CAT 966H 22.92 618.84$
Holdgate 49073 1/4/2014 12:38:11PM 1,CAT 966H 22.88 617.76$
Holdgate 49073 1/4/2014 01:03:44PM 1,CAT 966H 22.76 614.52$
Holdgate 49073 1/4/2014 01:10:17PM 1,CAT 966H 23.89 645.03$
Holdgate 49073 1/4/2014 01:32:13PM 1,CAT 966H 17.94 484.38$
Holdgate 49073 1/4/2014 01:42:45PM 1,CAT 966H 23.28 628.56$
Holdgate 49073 1/4/2014 01:55:35PM 1,CAT 966H 22.53 608.31$
Holdgate 49073 1/4/2014 02:12:10PM 1,CAT 966H 17.49 472.23$
Holdgate 49073 1/4/2014 02:30:21PM 1,CAT 966H 24.47 660.69$
Holdgate 49073 1/4/2014 02:35:25PM 1,CAT 966H 25.58 636.66$
Holdgate 49073 1/4/2014 02:57:06PM 1,CAT 966H 18.83 508.41$
Holdgate 49073 1/4/2014 03:07:20PM 1,CAT 966H 23.76 641.52$
Holdgate 49073 1/4/2014 03:14:45PM 1,CAT 966H 24.3 656.10$ 11,534.40$
Page 5 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 89745 1/5/2014 7:49 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 8:34 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 9:18 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 10:00 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 10:42 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 11:29 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 13:30 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 1:08 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 1:50 Truck #5 20 540.00$
P&M Reis 89745 1/5/2014 8:45 Truck #12 16 432.00$
P&M Reis 89745 1/5/2014 9:35 Truck #12 16 432.00$
P&M Reis 89745 1/5/2014 10:20 Truck #12 16 432.00$
P&M Reis 89745 1/5/2014 11:07 Truck #12 16 432.00$
P&M Reis 89745 1/5/2014 11:55 Truck #12 16 432.00$
P&M Reis 89745 1/5/2014 7:40 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 8:20 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 9:01 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 9:48 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 10:33 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 11:18 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 12:50 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 1:35 New Mack 20 540.00$
P&M Reis 89745 1/5/2014 8:05 Tri Axle 22 594.00$
P&M Reis 89745 1/5/2014 8:49 Tri Axle 22 594.00$
P&M Reis 89745 1/5/2014 9:27 Tri Axle 22 594.00$
P&M Reis 89745 1/5/2014 10:54 Tri Axle 22 594.00$
P&M Reis 89745 1/5/2014 11:36 Tri Axle 22 594.00$ 14,310.00$
Holdgate 49099 1/6/2014 07:16:52AM 1,CAT 966H 22.74 613.98$
Holdgate 49099 1/6/2014 07:50:09AM 1,CAT 966H 23.6 637.20$
Holdgate 49099 1/6/2014 08:23:43AM 1,CAT 966H 23.7 639.90$
Holdgate 49099 1/6/2014 08:59:30AM 1,CAT 966H 24.63 665.01$
Holdgate 49099 1/6/2014 09:35:49AM 1,CAT 966H 24.1 650.70$
Holdgate 49099 1/6/2014 10:09:18AM 1,CAT 966H 24.38 658.26$
Holdgate 49099 1/6/2014 10:42:21AM 1,CAT 966H 23.58 636.66$
Holdgate 49099 1/6/2014 01:06:57PM 1,CAT 966H 23.93 646.11$
Holdgate 49099 1/6/2014 01:41:09PM 1,CAT 966H 23.98 647.46$
Holdgate 49099 1/6/2014 02:06:37P,1,CAT 966H 24.1 650.70$
Holdgate 49099 1/6/2014 02:14:14PM 1,CAT 966H 23.6 637.20$ 7,083.18$
P&M Reis 91401 1/6/2014 1:10 Truck#5 20 540.00$
P&M Reis 91401 1/6/2014 1:45 Truck#5 20 540.00$
P&M Reis 91401 1/6/2014 2:29 Truck#5 20 540.00$
P&M Reis 91401 1/6/2014 7:30 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 8:18 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 9:04 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 9:47 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 10:28 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 11:10 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 12:45 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 1:24 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 2:01 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 2:41 New Mack 20 540.00$
P&M Reis 91401 1/6/2014 7:36 Tri Axle 22 594.00$
P&M Reis 91401 1/6/2014 8:45 Tri Axle 22 594.00$
P&M Reis 91401 1/6/2014 9:29 Tri Axle 22 594.00$
P&M Reis 91401 1/6/2014 10:05 Tri Axle 22 594.00$ 9,396.00$
Holdgate 49130 1/8/2014 07:09:32AM 1,CAT 966H 23.77 641.79$
Holdgate 49130 1/8/2014 07:07:36AM 1,CAT 966H 22.25 600.75$
Holdgate 49130 1/8/2014 07:51:37AM 1,CAT 966H 23.16 625.32$
Holdgate 49130 1/8/2014 07:57:50AM 1,CAT 966H 22.8 615.60$
Holdgate 49130 1/8/2014 08:32:02AM 1,CAT 966H 22.43 605.61$
Holdgate 49130 1/8/2014 08:45:31AM 1,CAT 966H 23.56 636.12$
Holdgate 49130 1/8/2014 09:07:46AM 1,CAT 966H 22.89 618.03$
Holdgate 49130 1/8/2014 09:19:13AM 1,CAT 966H 23.64 638.28$
Holdgate 49130 1/8/2014 09:39:50AM 1,CAT 966H 23.19 626.13$
Holdgate 49130 1/8/2014 09:53:58AM 1,CAT 966H 22.87 617.49$
Holdgate 49130 1/8/2014 10:11:34AM 1,CAT 966H 24.2 653.40$
Holdgate 49130 1/8/2014 10:30:08AM 1,CAT 966H 23.69 639.63$
Holdgate 49130 1/8/2014 10:49:37AM 1,CAT 966H 23.51 634.77$
Holdgate 49130 1/8/2014 11:09:08AM 1,CAT 966H 23.27 628.29$
Holdgate 49130 1/8/2014 11:24:07AM 1,CAT 966H 23.04 622.08$
Holdgate 49130 1/8/2014 11:45:56AM 1,CAT 966H 22.53 608.31$
Holdgate 49130 1/8/2014 12:04:26PM 1,CAT 966H 23.49 634.23$
Page 6 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49130 1/8/2014 12:18:02PM 1,CAT 966H 23.88 644.76$
Holdgate 49130 1/8/2014 12:37:23PM 1,CAT 966H 23.87 644.49$
Holdgate 49130 1/8/2014 12:57:29PM 1,CAT 966H 23.99 647.73$
Holdgate 49130 1/8/2014 01:10:46PM 1,CAT 966H 23.87 644.49$
Holdgate 49130 1/8/2014 01:30:32PM 1,CAT 966H 23.45 633.15$
Holdgate 49130 1/8/2014 01:43:37PM 1,CAT 966H 22.97 620.19$
Holdgate 49130 1/8/2014 02:07:49PM 1,CAT 966H 22.91 618.57$
Holdgate 49130 1/8/2014 06:16:57PM 1,CAT 966H 23.11 623.97$
Holdgate 49130 1/8/2014 2:31:36 1,CAT 966H 22.24 489.28$
Holdgate 49130 1/8/2014 02:50:31PM 1,CAT 966H 23.16 625.32$
Holdgate 49130 1/8/2014 03:16:45PM 1,CAT 966H 23.17 625.59$ 17,463.37$
P&M Reis 91371 1/8/2014 7:26 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 8:03 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 8:41 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 9:15 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 9:58 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 10:40 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 11:15 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 11:51 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 12:26 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 1:06 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 1:37 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 2:15 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 2:51 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 3:26 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 4:03 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 4:38 New Mack 20 540.00$
P&M Reis 91371 1/8/2014 7:19 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 8:03 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 8:40 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 9:16 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 9:55 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 10:32 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 11:07 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 12:35 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 1:09 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 1:45 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 2:22 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 2:57 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 3:35 Tri Axle 22 594.00$
P&M Reis 91371 1/8/2014 4:12 Tri Axle 22 594.00$ 16,956.00$
Holdgate 49167 1/10/2014 07:12:46AM 1,CAT 966H 22.95 619.65$
Holdgate 49167 1/10/2014 07:21:32AM 1,CAT 966H 23.32 629.64$
Holdgate 49167 1/10/2014 07:59:28AM 1,CAT 966H 23.07 622.89$
Holdgate 49167 1/10/2014 08:10:55AM 1,CAT 966H 23.69 639.63$
Holdgate 49167 1/10/2014 08:51:16AM 1,CAT 966H 23.87 644.49$
Holdgate 49167 1/10/2014 09:05:06AM 1,CAT 966H 24.05 649.35$
Holdgate 49167 1/10/2014 09:29:25AM 1,CAT 966H 23.61 637.47$
Holdgate 49167 1/10/2014 09:41:28AM 1,CAT 966H 23.14 624.78$
Holdgate 49167 1/10/2014 10:14:28AM 1,CAT 966H 24.22 653.94$
Holdgate 49167 1/10/2014 10:18:44AM 1,CAT 966H 24.29 655.83$
Holdgate 49167 1/10/2014 10:51:22AM 1,CAT 966H 23.54 635.58$
Holdgate 49167 1/10/2014 10:55:46AM 1,CAT 966H 23.9 645.30$
Holdgate 49167 1/10/2014 11:30:22AM 1,CAT 966H 24.1 650.70$
Holdgate 49167 1/10/2014 01:10:00PM 1,CAT 966H 24.31 656.37$
Holdgate 49167 1/10/2014 01:48:37PM 1,CAT 966H 23.33 629.91$ 9,595.53$
P&M Reis 91440 1/10/2014 7:30 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 8:14 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 8:58 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 9:35 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 10:12 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 10:48 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 11:39 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 12:18 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 1:05 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 1:40 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 2:13 New Mack 20 540.00$
P&M Reis 91440 1/10/2014 7:39 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 8:31 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 9:16 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 9:59 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 10:36 Tri Axle 22 594.00$
Page 7 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 91440 1/10/2014 11:58 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 12:26 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 1:14 Tri Axle 22 594.00$
P&M Reis 91440 1/10/2014 1:54 Tri Axle 22 594.00$ 11,286.00$
Holdgate 49168 1/11/2014 07:07:27AM 1,CAT 966H 22.77 614.79$
Holdgate 49168 1/11/2014 07:14:54AM 1,CAT 966H 23.66 638.82$
Holdgate 49168 1/11/2014 07:49:51AM 1,CAT 966H 23.98 647.46$
Holdgate 49168 1/11/2014 07:54:05AM 1,CAT 966H 23.06 622.62$
Holdgate 49168 1/11/2014 08:24:21AM 1,CAT 966H 24.24 654.48$
Holdgate 49168 1/11/2014 08:28:31AM 1,CAT 966H 24.12 651.24$
Holdgate 49168 1/11/2014 09:01:22AM 1,CAT 966H 24 648.00$
Holdgate 49168 1/11/2014 09:04:34AM 1,CAT 966H 22.93 619.11$
Holdgate 49168 1/11/2014 09:35:35AM 1,CAT 966H 23.81 642.87$
Holdgate 49168 1/11/2014 09:38:40AM 1,CAT 966H 23.66 638.82$
Holdgate 49168 1/11/2014 10:10:39AM 1,CAT 966H 23.42 632.34$
Holdgate 49168 1/11/2014 10:13:49AM 1,CAT 966H 23.84 643.68$
Holdgate 49168 1/11/2014 10:43:49AM 1,CAT 966H 24.82 670.14$
Holdgate 49168 1/11/2014 10:50:23AM 1,CAT 966H 24.06 649.62$
Holdgate 49168 1/11/2014 11:17:30AM 1,CAT 966H 24.48 660.69$
Holdgate 49168 1/11/2014 11:23:43AM 1,CAT 966H 23.96 646.92$
Holdgate 49168 1/11/2014 11:55:14AM 1,CAT 966H 23.99 647.73$
Holdgate 49168 1/11/2014 12:06:40PM 1,CAT 966H 23.19 626.13$
Holdgate 49168 1/11/2014 12:31:32PM 1,CAT 966H 24.7 666.90$
Holdgate 49168 1/11/2014 12:38:29PM 1,CAT 966H 22.66 611.82$
Holdgate 49168 1/11/2014 01:02:06PM 1,CAT 966H 23.98 647.46$
Holdgate 49168 1/11/2014 01:11:01PM 1,CAT 966H 24.04 649.08$
Holdgate 49168 1/11/2014 01:34:48PM 1,CAT 966H 24.13 651.51$
Holdgate 49168 1/11/2014 01:45:30PM 1,CAT 966H 24.03 648.81$
Holdgate 49168 1/11/2014 02:06:35PM 1,CAT 966H 25.5 688.50$
Holdgate 49168 1/11/2014 02:17:59PM 1,CAT 966H 25.67 693.09$ 16,812.90$
P&M Reis 91442 1/11/2014 7:20 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 7:59 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 8:34 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 9:08 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 9:45 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 10:20 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 10:57 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 11:31 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 12:08 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 12:41 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 1:19 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 1:58 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 2:33 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 3:12 New Mack 20 540.00$
P&M Reis 91442 1/11/2014 7:25 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 8:10 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 8:42 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 9:18 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 9:53 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 10:30 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 11:04 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 11:40 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 12:16 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 12:55 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 1:30 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 2:03 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 2:42 Tri Axle 22 594.00$
P&M Reis 91442 1/11/2014 3:18 Tri Axle 22 594.00$ 15,876.00$
Holdgate 49169 1/12/2014 08:03:08am 1,CAT 966H 23.61 637.47$
Holdgate 49169 1/12/2014 08:06:52am 1,CAT 966H 25.16 679.32$
Holdgate 49169 1/12/2014 08:37:15am 1,CAT 966H 24.98 674.46$
Holdgate 49169 1/12/2014 08:40:333am 1,CAT 966H 24.53 662.31$
Holdgate 49169 1/12/2014 09:10:27AM 1,CAT 966H 24.12 651.24$
Holdgate 49169 1/12/2014 09:13:40am 1,CAT 966H 24.4 658.80$
Holdgate 49169 1/12/2014 09:41:26am 1,CAT 966H 24.4 658.80$
Holdgate 49169 1/12/2014 09:45:17am 1,CAT 966H 25.72 694.44$
Holdgate 49169 1/12/2014 10:12:45AM 1,CAT 966H 24.35 657.45$
Holdgate 49169 1/12/2014 10:17:03AM 1,CAT 966H 23.83 643.41$
Holdgate 49169 1/12/2014 10:42:32am 1,CAT 966H 24.43 659.61$
Holdgate 49169 1/12/2014 10:46:50am 1,CAT 966H 24.15 652.05$
Holdgate 49169 1/12/2014 11:13:27am 1,CAT 966H 24.59 663.93$
Holdgate 49169 1/12/2014 11:17:25AM 1,CAT 966H 23.47 633.69$
Page 8 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49169 1/12/2014 11:44:16AM 1,CAT 966H 24.67 666.09$
Holdgate 49169 1/12/2014 11:47:11am 1,CAT 966H 24.35 657.45$
Holdgate 49169 1/12/2014 12:17:23pm 1,CAT 966H 24.14 651.78$
Holdgate 49169 1/12/2014 12:20:19pm 1,CAT 966H 23.89 645.03$
Holdgate 49169 1/12/2014 12:48:05pm 1,CAT 966H 24.55 662.85$
Holdgate 49169 1/12/2014 12:52:11pm 1,CAT 966H 24.78 669.06$
Holdgate 49169 1/12/2014 01:20:45pm 1,CAT 966H 24.81 669.87$
Holdgate 49169 1/12/2014 01:24:52pm 1,CAT 966H 25.81 696.87$
Holdgate 49169 1/12/2014 01:52:48pm 1,CAT 966H 25.63 692.01$
Holdgate 49169 1/12/2014 01:59:43pm 1,CAT 966H 24.52 662.04$
Holdgate 49169 1/12/2014 02:24:57pm 1,CAT 966H 24.75 668.25$
Holdgate 49169 1/12/2014 02:30:12pm 1,CAT 966H 25.02 675.54$ 17,243.82$
P&M Reis 91441 1/12/2014 6:45 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 7:31 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 8:07 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 8:43 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 9:18 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 10:00 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 10:37 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 11:15 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 11:50 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 12:28 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 1:10 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 1:50 New Mack 20 540.00$
P&M Reis 91441 1/12/2014 7:25 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 8:00 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 8:32 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 9:08 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 9:40 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 10:15 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 10:50 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 11:27 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 12:07 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 1:30 Tri Axle 22 594.00$
P&M Reis 91441 1/12/2014 1:50 Tri Axle 22 594.00$ 13,554.00$
Holdgate 49188 1/13/2014 07:14:09AM 1,CAT 966H 23.23 627.21$
Holdgate 49188 1/13/2014 07:17:35AM 1,CAT 966H 23.3 629.10$
Holdgate 49188 1/13/2014 07:47:50AM 1,CAT 966H 23.52 635.04$
Holdgate 49188 1/13/2014 07:54:57AM 1,CAT 966H 24.51 661.77$
Holdgate 49188 1/13/2014 08:23:16AM 1,CAT 966H 24.2 653.40$
Holdgate 49188 1/13/2014 08:37:07AM 1,CAT 966H 24.45 660.15$
Holdgate 49188 1/13/2014 10:37:04AM 1,CAT 966H 23.51 634.77$
Holdgate 49188 1/13/2014 10:40:42AM 1,CAT 966H 19.24 519.48$
Holdgate 49188 1/13/2014 10:45:05AM 1,CAT 966H 23.7 639.90$
Holdgate 49188 1/13/2014 11:09:10AM 1,CAT 966H 24 648.00$
Holdgate 49188 1/13/2014 11:16:42AM 1,CAT 966H 18.62 502.74$
Holdgate 49188 1/13/2014 11:21:13AM 1,CAT 966H 24.54 662.58$
Holdgate 49188 1/13/2014 11:43:02AM 1,CAT 966H 24.4 658.80$
Holdgate 49188 1/13/2014 11:53:24AM 1,CAT 966H 17.98 485.46$
Holdgate 49188 1/13/2014 11:57:59AM 1,CAT 966H 23.65 638.55$
Holdgate 49188 1/13/2014 12:13:43PM 1,CAT 966H 24.5 661.50$
Holdgate 49188 1/13/2014 12:27:01PM 1,CAT 966H 17.47 471.69$
Holdgate 49188 1/13/2014 12:30:54PM 1,CAT 966H 18.27 493.29$
Holdgate 49188 1/13/2014 12:34:27PM 1,CAT 966H 24.81 669.87$
Holdgate 49188 1/13/2014 12:46:28PM 1,CAT 966H 24.14 651.78$
Holdgate 49188 1/13/2014 12:58:15PM 1,CAT 966H 18.97 512.19$
Holdgate 49188 1/13/2014 01:05:52PM 1,CAT 966H 18.67 504.09$
Holdgate 49188 1/13/2014 01:09:23PM 1,CAT 966H 23.34 630.18$
Holdgate 49188 1/13/2014 01:21:08PM 1,CAT 966H 25.16 679.32$
Holdgate 49188 1/13/2014 01:32:55PM 1,CAT 966H 18.07 487.89$
Holdgate 49188 1/13/2014 01:41:54PM 1,CAT 966H 18.5 499.50$
Holdgate 49188 1/13/2014 01:45:26PM 1,CAT 966H 22.84 616.68$
Holdgate 49188 1/13/2014 01:57:14PM 1,CAT 966H 23.87 644.49$
Holdgate 49188 1/13/2014 02:06:04PM 1,CAT 966H 18.79 507.33$
Holdgate 49188 1/13/2014 02:17:30PM 1,CAT 966H 18.06 487.62$
Holdgate 49188 1/13/2014 02:23:15PM 1,CAT 966H 23.57 636.39$
Holdgate 49188 1/13/2014 02:32:55PM 1,CAT 966H 23.75 641.25$
Holdgate 49188 1/13/2014 02:45:26PM 1,CAT 966H 18.6 502.20$ 19,554.21$
P&M Reis 91448 1/13/2014 12:16 Truck #5 20 540.00$
P&M Reis 91448 1/13/2014 12:45 Truck #5 20 540.00$
P&M Reis 91448 1/13/2014 1:18 Truck #5 20 540.00$
P&M Reis 91448 1/13/2014 1:55 Truck #5 20 540.00$
Page 9 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 91448 1/13/2014 2:31 Truck #5 20 540.00$
P&M Reis 91448 1/13/2014 7:10 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 7:54 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 8:31 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 10:48 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 11:25 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 12:00 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 12:33 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 1:00 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 1:35 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 2:10 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 2:45 New Mack 20 540.00$
P&M Reis 91448 1/13/2014 7:35 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 8:19 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 10:58 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 11:30 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 12:04 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 12:32 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 1:06 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 1:42 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 2:15 Tri Axle 22 594.00$
P&M Reis 91448 1/13/2014 2:50 Tri Axle 22 594.00$ 14,580.00$
Holdgate 49207 1/14/2014 09:57:56AM 1,CAT 966H 18.95 511.65$
Holdgate 49207 1/14/2014 10:04:32AM 1,CAT 966H 22.52 608.04$
Holdgate 49207 1/14/2014 10:07:36AM 1,CAT 966H 23.34 630.18$
Holdgate 49207 1/14/2014 10:29:23AM 1,CAT 966H 17.51 472.77$
Holdgate 49207 1/14/2014 10:37:08AM 1,CAT 966H 23.46 633.42$
Holdgate 49207 1/14/2014 10:45:46AM 1,CAT 966H 23.51 634.77$
Holdgate 49207 1/14/2014 11:00:23AM 1,CAT 966H 18.56 501.12$
Holdgate 49207 1/14/2014 11:12:25AM 1,CAT 966H 23.56 636.12$
Holdgate 49207 1/14/2014 11:21:15AM 1,CAT 966H 23.48 633.96$
Holdgate 49207 1/14/2014 11:45:51AM 1,CAT 966H 18.96 511.92$
Holdgate 49207 1/14/2014 11:48:35AM 1,CAT 966H 22.59 609.93$
Holdgate 49207 1/14/2014 11:57:13AM 1,CAT 966H 22.85 616.95$
Holdgate 49207 1/14/2014 12:13:25AM 1,CAT 966H 18.14 489.78$
Holdgate 49207 1/14/2014 12:24:38PM 1,CAT 966H 23.84 643.68$
Holdgate 49207 1/14/2014 12:33:13PM 1,CAT 966H 23.57 636.39$
Holdgate 49207 1/14/2014 12:46:25PM 1,CAT 966H 19.51 526.77$
Holdgate 49207 1/14/2014 12:58:40PM 1,CAT 966H 23.74 640.98$
Holdgate 49207 1/14/2014 01:08:40PM 1,CAT 966H 23.63 638.01$
Holdgate 49207 1/14/2014 01:21:42PM 1,CAT 966H 18.58 501.66$
Holdgate 49207 1/14/2014 01:34:22PM 1,CAT 966H 23.32 629.64$
Holdgate 49207 1/14/2014 01:43:38PM 1,CAT 966H 23.4 631.80$
Holdgate 49207 1/14/2014 02:09:42PM 1,CAT 966H 23.75 641.25$
Holdgate 49207 1/14/2014 02:21:09PM 1,CAT 966H 23.39 631.53$ 13,612.32$
P&M Reis 90358 1/14/2014 10:20 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 10:59 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 11:34 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 12:14 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 12:50 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 1:24 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 2:00 Truck AJ 20 540.00$
P&M Reis 90358 1/14/2014 10:30 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 11:07 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 11:43 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 12:29 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 1:03 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 1:33 New Mack 20 540.00$
P&M Reis 90358 1/14/2014 10:20 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 10:58 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 11:32 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 12:10 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 12:45 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 1:20 Tri Axle 22 594.00$
P&M Reis 90358 1/14/2014 2:00 Tri Axle 22 594.00$ 11,178.00$
Holdgate 49228 1/15/2014 08:13:10AM 1,CAT 966H 21.88 590.76$
Holdgate 49228 1/15/2014 1,CAT 966H 17.62 475.74$
Holdgate 49228 1/15/2014 08:27:51AM 1,CAT 966H 22.2 599.40$
Holdgate 49228 1/15/2014 08:47:24AM 1,CAT 966H 22.99 620.73$
Holdgate 49228 1/15/2014 1,CAT 966H 17.48 471.96$
Holdgate 49228 1/15/2014 1,CAT 966H 22.37 603.99$
Holdgate 49228 1/15/2014 1,CAT 966H 22.8 615.60$
Page 10 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49228 1/15/2014 1,CAT 966H 17.29 466.83$
Holdgate 49228 1/15/2014 1,CAT 966H 23.08 623.16$
Holdgate 49228 1/15/2014 10:00:22AM 1,CAT 966H 22.48 606.96$
Holdgate 49228 1/15/2014 10:04:13AM 1,CAT 966H 17.34 468.18$
Holdgate 49228 1/15/2014 10:16:56AM 1,CAT 966H 22.83 616.41$
Holdgate 49228 1/15/2014 10:36:34AM 1,CAT 966H 23.86 644.22$
Holdgate 49228 1/15/2014 10:42:07AM 1,CAT 966H 17.57 474.39$
Holdgate 49228 1/15/2014 10:54;14AM 1,CAT 966H 22.54 608.58$
Holdgate 49228 1/15/2014 11:12:52AM 1,CAT 966H 23.09 623.43$
Holdgate 49228 1/15/2014 11:17:21AM 1,CAT 966H 17.32 467.64$
Holdgate 49228 1/15/2014 11:29:17AM 1,CAT 966H 23.31 629.37$
Holdgate 49228 1/15/2014 11:55:37AM 1,CAT 966H 23.84 643.68$
Holdgate 49228 1/15/2014 11:58:05AM 1,CAT 966H 17.94 484.38$
Holdgate 49228 1/15/2014 12:14:38PM 1,CAT 966H 24.17 652.59$
Holdgate 49228 1/15/2014 12:34:09PM 1,CAT 966H 23.91 645.57$
Holdgate 49228 1/15/2014 12:36:33PM 1,CAT 966H 18.26 493.02$
Holdgate 49228 1/15/2014 12:49:07PM 1,CAT 966H 23.85 649.95$
Holdgate 49228 1/15/2014 01:08:13PM 1,CAT 966H 23.86 644.22$
Holdgate 49228 1/15/2014 01:12:06PM 1,CAT 966H 17.83 481.41$
Holdgate 49228 1/15/2014 01:24:19PM 1,CAT 966H 22.93 619.11$
Holdgate 49228 1/15/2014 01:46:18PM 1,CAT 966H 24.24 654.48$
Holdgate 49228 1/15/2014 02:07:31PM 1,CAT 966H 23.63 638.01$
Holdgate 49228 1/15/2014 02:21:40PM 1,CAT 966H 23.31 629.37$
Holdgate 49228 1/15/2014 02:44:18PM 1,CAT 966H 23.54 635.58$
Holdgate 49228 1/15/2014 03:01:53PM 1,CAT 966H 23.24 627.48$ 18,706.20$
P&M Reis 90373 1/15/2014 10:10 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 10:45 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 11:25 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 12:07 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 12:45 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 1:30 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 2:15 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 2:44 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 3:31 Truck #5 20 540.00$
P&M Reis 90373 1/15/2014 7:30 Truck # 12 16 432.00$
P&M Reis 90373 1/15/2014 8:42 Truck # 12 16 432.00$
P&M Reis 90373 1/15/2014 9:30 Truck # 12 16 432.00$
P&M Reis 90373 1/15/2014 7:24 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 8:41 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 9:18 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 9:56 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 10:39 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 11:11 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 11:44 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 12:20 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 12:54 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 1:42 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 2:25 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 3:00 New Mack 20 540.00$
P&M Reis 90373 1/15/2014 7:22 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 8:28 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 9:02 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 9:41 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 10:17 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 10:56 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 11:32 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 12:04 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 12:35 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 1:13 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 1:47 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 2:24 Tri Axle 22 594.00$
P&M Reis 90373 1/15/2014 3:06 Tri Axle 22 594.00$ 20,358.00$
Holdgate 49244 1/16/2014 07:54:48am 1,CAT 966H 22.22 599.94$
Holdgate 49244 1/16/2014 08:32:55am 1,CAT 966H 23.04 622.08$
Holdgate 49244 1/16/2014 09:44:16am 1,CAT 966H 21.87 590.49$
Holdgate 49244 1/16/2014 09:48:10am 1,CAT 966H 22.69 612.63$
Holdgate 49244 1/16/2014 10:21:13am 1,CAT 966H 24.11 650.97$
Holdgate 49244 1/16/2014 10:55:41am 1,CAT 966H 22.45 606.15$
Holdgate 49244 1/16/2014 11:32:17am 1,CAT 966H 23.44 515.68$
Holdgate 49244 1/16/2014 12:09:16pm 1,CAT 966H 22.99 620.73$
Holdgate 49244 1/16/2014 12:47:37pm 1,CAT 966H 24.28 655.56$
Holdgate 49244 1/16/2014 01:21:05pm 1,CAT 966H 23.5 634.50$
Page 11 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49244 1/16/2014 01:55:26pm 1,CAT 966H 24.11 650.97$
Holdgate 49244 1/16/2014 02:31:11pm 1,CAT 966H 23.59 636.93$
Holdgate 49244 1/16/2014 03:05:32pm 1,CAT 966H 23.48 633.96$ 8,030.59$
P&M Reis 90379 1/16/2014 7:25 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 8:05 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 8:41 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 9:22 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 10:05 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 10:40 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 11:16 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 11:50 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 12:32 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 1:07 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 1:42 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 2:17 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 2:50 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 3:26 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 4:00 Tri Axle 22 594.00$
P&M Reis 90379 1/16/2014 4:34 Tri Axle 22 594.00$ 9,504.00$
Holdgate 49269 1/17/2014 07:25:56AM 1,CAT 966H 22.58 609.66$
Holdgate 49269 1/17/2014 07:50:06AM 1,CAT 966H 23.07 622.89$
Holdgate 49269 1/17/2014 08:03:08AM 1,CAT 966H 22.67 612.09$
Holdgate 49269 1/17/2014 08:43:06AM 1,CAT 966H 23.74 640.98$
Holdgate 49269 1/17/2014 08:46:23AM 1,CAT 966H 23.49 634.23$
Holdgate 49269 1/17/2014 09:20:13AM 1,CAT 966H 23.42 632.34$
Holdgate 49269 1/17/2014 09:23:34AM 1,CAT 966H 24.32 656.64$
Holdgate 49269 1/17/2014 09:55:18AM 1,CAT 966H 24.47 660.69$
Holdgate 49269 1/17/2014 09:59:18AM 1,CAT 966H 24.27 655.29$
Holdgate 49269 1/17/2014 10:33:28AM 1,CAT 966H 24.67 666.09$
Holdgate 49269 1/17/2014 10:43:30AM 1,CAT 966H 24.01 648.27$
Holdgate 49269 1/17/2014 11:07:34AM 1,CAT 966H 24.08 650.16$
Holdgate 49269 1/17/2014 11:24:01AM 1,CAT 966H 24.38 658.26$
Holdgate 49269 1/17/2014 11:42:11AM 1,CAT 966H 24.22 653.94$
Holdgate 49269 1/17/2014 11:59:13AM 1,CAT 966H 22.47 606.69$
Holdgate 49269 1/17/2014 12:18:15PM 1,CAT 966H 24.25 654.75$
Holdgate 49269 1/17/2014 12:35:07PM 1,CAT 966H 25.11 677.97$
Holdgate 49269 1/17/2014 01:01:12PM12 1,CAT 966H 23.56 636.12$
Holdgate 49269 1/17/2014 01:36:21PM 1,CAT 966H 23.21 626.67$
Holdgate 49269 1/17/2014 02:09:58PM 1,CAT 966H 23.23 627.21$
Holdgate 49269 1/17/2014 02:30:53PM 1,CAT 966H 23.11 623.97$ 13,454.91$
P&M Reis 90453 1/17/2014 7:13 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 7:55 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 8:41 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 9:14 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 9:50 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 10:26 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 11:01 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 11:36 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 12:13 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 12:51 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 1:32 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 2:04 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 2:38 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 3:15 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 3:55 Tri Axle 22 594.00$
P&M Reis 90453 1/17/2014 7:15 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 7:55 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 8:45 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 9:20 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 9:55 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 10:30 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 11:05 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 11:45 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 12:20 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 12:55 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 1:35 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 2:10 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 2:50 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 3:20 New Mack 20 540.00$
P&M Reis 90453 1/17/2014 4:00 New Mack 20 540.00$ 17,010.00$
Holdgate 49270 1/18/2014 07:31:28AM 1,CAT 966H 22.13 597.51$
Holdgate 49270 1/18/2014 07:35:05AM 1,CAT 966H 22.6 610.20$
Page 12 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49270 1/18/2014 08:02:22AM 1,CAT 966H 21.87 690.49$
Holdgate 49270 1/18/2014 08:08:00AM 1,CAT 966H 23.46 633.42$
Holdgate 49270 1/18/2014 08:37:34AM 1,CAT 966H 24.28 655.56$
Holdgate 49270 1/18/2014 08:41:07AM 1,CAT 966H 23.6 637.20$
Holdgate 49270 1/18/2014 09:08:58AM 1,CAT 966H 23.41 632.07$
Holdgate 49270 1/18/2014 09:13:06AM 1,CAT 966H 23.54 635.58$
Holdgate 49270 1/18/2014 09:40:43AM 1,CAT 966H 22.48 606.96$
Holdgate 49270 1/18/2014 09:45:41AM 1,CAT 966H 22.65 611.50$
Holdgate 49270 1/18/2014 10:13:00AM 1,CAT 966H 23.9 645.30$
Holdgate 49270 1/18/2014 10:17:37AM 1,CAT 966H 24.56 663.12$
Holdgate 49270 1/18/2014 10:45:06AM 1,CAT 966H 23.97 647.19$
Holdgate 49270 1/18/2014 10:50:14AM 1,CAT 966H 24.05 649.35$
Holdgate 49270 1/18/2014 11:14:02AM 1,CAT 966H 23.8 642.60$
Holdgate 49270 1/18/2014 11:21:24AM 1,CAT 966H 24.03 648.81$
Holdgate 49270 1/18/2014 11:45:06AM 1,CAT 966H 24.2 653.40$
Holdgate 49270 1/18/2014 11:52:01AM 1,CAT 966H 24.07 649.89$
Holdgate 49270 1/18/2014 12:18:10PM 1,CAT 966H 23.29 628.83$
Holdgate 49270 1/18/2014 12:24:01PM 1,CAT 966H 23.74 649.98$
Holdgate 49270 1/18/2014 12:55:25PM 1,CAT 966H 23.41 632.07$
Holdgate 49270 1/18/2014 12:58:33PM 1,CAT 966H 23.42 632.34$
Holdgate 49270 1/18/2014 01:25:32PM 1,CAT 966H 23.29 628.83$
Holdgate 49270 1/18/2014 01:28:38PM 1,CAT 966H 22.46 606.42$
Holdgate 49270 1/18/2014 01:56:17PM 1,CAT 966H 22.71 613.17$
Holdgate 49270 1/18/2014 02:04:15PM 1,CAT 966H 24.04 649.08$ 16,550.87$
P&M Reis 90456 1/18/2014 7:24 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 7:59 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 8:32 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 9:04 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 9:38 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 10:10 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 10:41 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 11:12 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 11:47 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 12:19 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 12:50 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 1:23 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 1:55 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 2:26 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 2:59 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 3:36 Tri Axle 22 594.00$
P&M Reis 90456 1/18/2014 7:10 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 7:50 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 8:20 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 8:55 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 9:25 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 9:55 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 10:30 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 11:05 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 11:35 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 12:10 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 12:50 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 1:20 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 1:50 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 2:20 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 2:50 New Mack 20 540.00$
P&M Reis 90456 1/18/2014 3:25 New Mack 20 540.00$ 18,144.00$
P&M Reis 90458 1/19/2014 7:02 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 7:42 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 8:21 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 9:00 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 9:45 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 10:22 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 10:53 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 11:27 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 11:59 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 12:35 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 1:11 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 1:47 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 2:22 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 2:56 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 3:34 Tri Axle 22 594.00$
P&M Reis 90458 1/19/2014 7:05 New Mack 20 540.00$
Page 13 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90458 1/19/2014 7:45 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 8:30 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 9:05 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 9:40 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 10:15 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 10:45 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 11:15 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 11:50 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 12:25 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 1:00 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 1:30 New Mack 20 540.00$
P&M Reis 90458 1/19/2014 7:19 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 8:05 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 8:30 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 9:13 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 9:46 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 10:16 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 10:49 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 11:23 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 11:55 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 12:30 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 1:07 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 1:43 Truck #5 20 540.00$
P&M Reis 90458 1/19/2014 8:10 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 8:52 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 9:28 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 10:03 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 10:37 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 11:10 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 11:44 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 12:18 Truck AJ 16 432.00$
P&M Reis 90458 1/19/2014 7:07 Truck #12 16 432.00$ 25,758.00$
Holdgate 49304 1/20/2014 07:15:08AM 1,CAT 966H 22.63 611.01$
Holdgate 49304 1/20/2014 07:18:17AM 1,CAT 966H 22.72 613.44$
Holdgate 49304 1/20/2014 07:59:19AM 1,CAT 966H 23.13 624.51$
Holdgate 49304 1/20/2014 08:01:49AM 1,CAT 966H 17.77 479.79$
Holdgate 49304 1/20/2014 08:04:53AM 1,CAT 966H 22.79 615.33$
Holdgate 49304 1/20/2014 08:22:58AM 1,CAT 966H 17.39 469.53$
Holdgate 49304 1/20/2014 08:37:34AM 1,CAT 966H 24.09 650.43$
Holdgate 49304 1/20/2014 08:44:43AM 1,CAT 966H 17.9 483.30$
Holdgate 49304 1/20/2014 08:52:36AM 1,CAT 966H 22.79 615.33$
Holdgate 49304 1/20/2014 08:55:24AM 1,CAT 966H 18.16 490.32$
Holdgate 49304 1/20/2014 09:15:57AM 1,CAT 966H 24.06 649.62$
Holdgate 49304 1/20/2014 09:24:19AM 1,CAT 966H 17.33 467.91$
Holdgate 49304 1/20/2014 09:31:16AM 1,CAT 966H 23.25 627.75$
Holdgate 49304 1/20/2014 09:36:13AM 1,CAT 966H 18.3 494.10$
Holdgate 49304 1/20/2014 09:57:23AM 1,CAT 966H 22.49 607.23$
Holdgate 49304 1/20/2014 10:59:31AM 1,CAT 966H 17.19 464.13$
Holdgate 49304 1/20/2014 11:02:40AM 1,CAT 966H 22.55 608.85$
Holdgate 49304 1/20/2014 11:13:11AM 1,CAT 966H 23.21 626.67$
Holdgate 49304 1/20/2014 11:31:30AM 1,CAT 966H 17.03 459.81$
Holdgate 49304 1/20/2014 11:47:26AM 1,CAT 966H 23.68 639.36$
Holdgate 49304 1/20/2014 12:02:05PM 1,CAT 966H 22.82 616.14$
Holdgate 49304 1/20/2014 12:09:04PM 1,CAT 966H 17.99 485.73$
Holdgate 49304 1/20/2014 12:24:39PM 1,CAT 966H 23.26 628.02$
Holdgate 49304 1/20/2014 12:36:05PM 1,CAT 966H 22.93 619.11$
Holdgate 49304 1/20/2014 12:47:44PM 1,CAT 966H 20.15 544.05$
Holdgate 49304 1/20/2014 01:00:15PM 1,CAT 966H 23.37 630.99$
Holdgate 49304 1/20/2014 01:11:07PM 1,CAT 966H 23.09 623.43$
Holdgate 49304 1/20/2014 01:23:23PM 1,CAT 966H 17.43 470.61$
Holdgate 49304 1/20/2014 01:36:19PM 1,CAT 966H 23.49 634.23$
Holdgate 49304 1/20/2014 01:46:42PM 1,CAT 966H 24.02 648.54$
Holdgate 49304 1/20/2014 01:57:31PM 1,CAT 966H 17.35 468.45$
Holdgate 49304 1/20/2014 02:10:53PM 1,CAT 966H 22.63 611.01$
Holdgate 49304 1/20/2014 02:33:33PM 1,CAT 966H 17.23 465.21$
Holdgate 49304 1/20/2014 02:45:33PM 1,CAT 966H 23.9 645.30$
Holdgate 49304 1/20/2014 02:52:55PM 1,CAT 966H 23.09 623.43$
Holdgate 49304 1/20/2014 03:07:58PM 1,CAT 966H 17.24 465.48$ 20,478.15$
P&M Reis 90465 1/20/2014 7:22 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 8:08 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 8:45 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 9:26 Tri Axle 22 594.00$
Page 14 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90465 1/20/2014 10:09 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 11:27 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 12:05 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 12:37 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 1:16 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 1:53 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 2:27 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 3:04 Tri Axle 22 594.00$
P&M Reis 90465 1/20/2014 7:20 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 8:00 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 8:35 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 9:15 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 9:55 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 11:55 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 12:25 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 1:20 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 2:00 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 2:35 New Mack 20 540.00$
P&M Reis 90465 1/20/2014 7:14 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 7:50 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 8:25 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 8:58 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 9:35 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 10:59 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 11:39 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 12:19 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 12:59 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 1:30 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 2:05 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 2:40 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 3:15 Truck #5 20 540.00$
P&M Reis 90465 1/20/2014 7:00 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 8:00 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 8:40 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 9:30 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 10:00 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 11:15 Truck #12 16 432.00$
P&M Reis 90465 1/20/2014 7:48 Perry 16 432.00$
P&M Reis 90465 1/20/2014 8:30 Perry 16 432.00$
P&M Reis 90465 1/20/2014 9:15 Perry 16 432.00$ 23,436.00$
Holdgate 49352 1/21/2014 07:16:55AM 1,CAT 966H 15.65 422.55$
Holdgate 49352 1/21/2014 07:20:09AM 1,CAT 966H 21.78 588.06$
Holdgate 49352 1/21/2014 07:23:36AM 1,CAT 966H 21.98 593.46$
Holdgate 49352 1/21/2014 07:26:21AM 1,CAT 966H 16.32 440.64$
Holdgate 49352 1/21/2014 08:02:28AM 1,CAT 966H 17.15 463.05$
Holdgate 49352 1/21/2014 08:08:21AM 1,CAT 966H 21.4 577.80$
Holdgate 49352 1/21/2014 08:33:57AM 1,CAT 966H 22.85 616.95$
Holdgate 49352 1/21/2014 08:37:15AM 1,CAT 966H 17.53 473.31$
Holdgate 49352 1/21/2014 08:48:58AM 1,CAT 966H 23.55 635.85$
Holdgate 49352 1/21/2014 09:03:26AM 1,CAT 966H 23.25 627.75$
Holdgate 49352 1/21/2014 09:23:14AM 1,CAT 966H 23.22 626.94$
Holdgate 49352 1/21/2014 09:39:08AM 1,CAT 966H 23.38 631.26$
Holdgate 49352 1/21/2014 09:59:17AM 1,CAT 966H 22.49 607.23$
Holdgate 49352 1/21/2014 10:17:09AM 1,CAT 966H 23.07 622.89$
Holdgate 49352 1/21/2014 10:38:42AM 1,CAT 966H 17.84 481.68$
Holdgate 49352 1/21/2014 10:45:13AM 1,CAT 966H 25.66 692.82$
Holdgate 49352 1/21/2014 11:00:54AM 1,CAT 966H 24.8 669.60$
Holdgate 49352 1/21/2014 11:16:29AM 1,CAT 966H 18.77 506.79$
Holdgate 49352 1/21/2014 11:26:32AM 1,CAT 966H 23.37 630.99$
Holdgate 49352 1/21/2014 11:45:24AM 1,CAT 966H 24.95 673.65$
Holdgate 49352 1/21/2014 11:54:25AM 1,CAT 966H 18.65 503.55$
Holdgate 49352 1/21/2014 12:06:41PM 1,CAT 966H 24.96 673.92$
Holdgate 49352 1/21/2014 12:28:40PM 1,CAT 966H 25.03 675.81$
Holdgate 49352 1/21/2014 12:32:05PM 1,CAT 966H 18.43 497.61$
Holdgate 49352 1/21/2014 12:44:34PM 1,CAT 966H 24.93 673.11$
Holdgate 49352 1/21/2014 01:03:04PM 1,CAT 966H 24.56 663.12$
Holdgate 49352 1/21/2014 01:06:56PM 1,CAT 966H 18.12 489.24$
Holdgate 49352 1/21/2014 01:38:16PM 1,CAT 966H 24.6 664.20$
Holdgate 49352 1/21/2014 01:42:37PM 1,CAT 966H 19.11 515.97$ 16,939.80$
P&M Reis 90479 1/21/2014 7:12 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 8:01 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 8:42 Tri Axle 22 594.00$
Page 15 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90479 1/21/2014 9:16 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 9:51 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 10:28 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 11:07 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 11:32 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 12:15 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 12:48 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 1:23 Tri Axle 22 594.00$
P&M Reis 90479 1/21/2014 7:30 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 8:20 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 9:00 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 9:35 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 10:05 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 10:45 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 11:15 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 11:50 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 12:30 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 1:05 New Mack 20 540.00$
P&M Reis 90479 1/21/2014 7:20 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 8:06 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 8:49 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 9:23 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 10:38 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 11:10 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 11:40 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 12:10 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 12:57 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 1:35 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 2:20 Truck #5 20 540.00$
P&M Reis 90479 1/21/2014 7:40 Perry 16 432.00$
P&M Reis 90479 1/21/2014 8:35 Perry 16 432.00$
P&M Reis 90479 1/21/2014 9:10 Perry 16 432.00$
P&M Reis 90479 1/21/2014 9:45 Perry 16 432.00$
P&M Reis 90479 1/21/2014 10:20 Perry 16 432.00$
P&M Reis 90479 1/21/2014 10:55 Perry 16 432.00$
P&M Reis 90479 1/21/2014 11:25 Perry 16 432.00$
P&M Reis 90479 1/21/2014 12:10 Perry 16 432.00$
P&M Reis 90479 1/21/2014 12:45 Perry 16 432.00$
P&M Reis 90479 1/21/2014 1:15 Perry 16 432.00$ 22,194.00$
Holdgate 49355 1/23/2014 07:42:09AM 1,CAT 966H 22.99 620.73$
Holdgate 49355 1/23/2014 07:50:47AM 1,CAT 966H 23.53 635.31$
Holdgate 49355 1/23/2014 08:29:22AM 1,CAT 966H 23.25 627.75$
Holdgate 49355 1/23/2014 08:37:12AM 1,CAT 966H 22.27 601.29$
Holdgate 49355 1/23/2014 09:11:46AM 1,CAT 966H 23.17 625.59$
Holdgate 49355 1/23/2014 09:24:54AM 1,CAT 966H 23.11 623.97$
Holdgate 49355 1/23/2014 09:54:31AM 1,CAT 966H 22.89 618.03$
Holdgate 49355 1/23/2014 10:08:27AM 1,CAT 966H 22.24 600.48$
Holdgate 49355 1/23/2014 10:36:56AM 1,CAT 966H 23.01 621.27$
Holdgate 49355 1/23/2014 10:51:52AM 1,CAT 966H 23.43 632.61$
Holdgate 49355 1/23/2014 11:17:24AM 1,CAT 966H 22.41 605.07$
Holdgate 49355 1/23/2014 11:33:06AM 1,CAT 966H 23.21 626.67$
Holdgate 49355 1/23/2014 11:56:49AM 1,CAT 966H 23.8 642.60$
Holdgate 49355 1/23/2014 12:20:21PM 1,CAT 966H 23.13 624.51$
Holdgate 49355 1/23/2014 12:57:25PM 1,CAT 966H 24.33 656.91$
Holdgate 49355 1/23/2014 01:00:23PM 1,CAT 966H 23.76 641.52$
Holdgate 49355 1/23/2014 01:40:32PM 1,CAT 966H 23.26 628.02$
Holdgate 49355 1/23/2014 01:53:34PM 1,CAT 966H 22.66 611.82$
Holdgate 49355 1/23/2014 02:25:12PM 1,CAT 966H 23.54 635.58$
Holdgate 49355 1/23/2014 02:35:12PM 1,CAT 966H 23.48 633.96$
Holdgate 49355 1/23/2014 03:03:36PM 1,CAT 966H 23.53 635.31$
Holdgate 49355 1/23/2014 03:14:45PM 1,CAT 966H 23.73 640.71$ 13,789.71$
P&M Reis 90657 1/23/2014 8:11 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 8:55 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 9:43 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 10:25 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 11:10 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 11:51 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 12:36 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 1:22 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 2:00 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 Tri Axle 22 594.00$
P&M Reis 90657 1/23/2014 2:41 Tri Axle 22 594.00$
Page 16 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90657 1/23/2014 3:18 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 9:00 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 9:50 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 10:32 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 11:18 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 11:57 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 12:47 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 1:26 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 2:06 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 2:47 New Mack 20 540.00$
P&M Reis 90657 1/23/2014 8:50 AJ Truck 16 432.00$
P&M Reis 90657 1/23/2014 9:30 AJ Truck 16 432.00$
P&M Reis 90657 1/23/2014 10:20 AJ Truck 16 432.00$ 13,230.00$
Holdgate 49376 1/24/2014 07:15:01AM 1,CAT 966H 22.22 599.94$
Holdgate 49376 1/24/2014 07:20:24AM 1,CAT 966H 22.28 601.56$
Holdgate 49376 1/24/2014 08:16:17AM 1,CAT 966H 22.84 616.68$
Holdgate 49376 1/24/2014 08:00:39AM 1,CAT 966H 23.34 630.18$
Holdgate 49376 1/24/2014 08:29:30AM 1,CAT 966H 16.98 458.46$
Holdgate 49376 1/24/2014 09:54:50AM 1,CAT 966H 23.8 642.60$
Holdgate 49376 1/24/2014 10:07:27AM 1,CAT 966H 24.08 650.16$
Holdgate 49376 1/24/2014 10:12:12AM 1,CAT 966H 16.64 449.28$
Holdgate 49376 1/24/2014 10:42:55AM 1,CAT 966H 23.11 623.97$
Holdgate 49376 1/24/2014 10:52:14AM 1,CAT 966H 23.08 623.16$
Holdgate 49376 1/24/2014 10:56:01AM 1,CAT 966H 16.53 446.31$
Holdgate 49376 1/24/2014 11:24:47AM 1,CAT 966H 21.73 586.71$
Holdgate 49376 1/24/2014 11:34:27AM 1,CAT 966H 22.37 603.99$
Holdgate 49376 1/24/2014 11:36:28AM 1,CAT 966H 16.6 448.20$
Holdgate 49376 1/24/2014 12:05:13PM 1,CAT 966H 22.71 613.17$
Holdgate 49376 1/24/2014 12:11:45PM 1,CAT 966H 23.21 626.67$
Holdgate 49376 1/24/2014 12:24:12PM 1,CAT 966H 17.27 466.29$
Holdgate 49376 1/24/2014 12:46:57PM 1,CAT 966H 22.35 603.45$
Holdgate 49376 1/24/2014 12:58:59PM 1,CAT 966H 22.93 619.11$
Holdgate 49376 1/24/2014 01:03:00PM 1,CAT 966H 17.47 471.69$
Holdgate 49376 1/24/2014 01:42:55PM 1,CAT 966H 23.67 639.09$
Holdgate 49376 1/24/2014 01:43:51PM 1,CAT 966H 17.74 478.98$
Holdgate 49376 1/24/2014 02:27:11PM 1,CAT 966H 22.07 595.89$
Holdgate 49376 1/24/2014 02:31:30PM 1,CAT 966H 16.63 449.01$ 13,544.55$
P&M Reis 90662 1/24/2014 7:36 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 8:22 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 10:15 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 11:00 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 11:40 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 12:25 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 1:09 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 1:45 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 2:25 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 3:05 Tri Axle 22 594.00$
P&M Reis 90662 1/24/2014 7:44 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 9:47 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 11:10 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 11:51 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 12:32 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 1:24 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 2:00 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 2:44 New Mack 20 540.00$
P&M Reis 90662 1/24/2014 11:15 Perry 16 432.00$
P&M Reis 90662 1/24/2014 11:55 Perry 16 432.00$
P&M Reis 90662 1/24/2014 12:40 Perry 16 432.00$
P&M Reis 90662 1/24/2014 1:15 Perry 16 432.00$
P&M Reis 90662 1/24/2014 1:50 Perry 16 432.00$
P&M Reis 90662 1/24/2014 2:35 Perry 16 432.00$
P&M Reis 90662 1/24/2014 7:29 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 8:16 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 10:08 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 10:50 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 11:28 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 12:05 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 12:45 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 1:30 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 2:15 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 2:52 Truck #5 20 540.00$
P&M Reis 90662 1/24/2014 2:15 Truck #12 16 432.00$
Page 17 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90662 1/24/2014 3:05 Truck #12 16 432.00$ 19,116.00$
Holdgate 49377 1/25/2014 07:24:48AM 1,CAT 966H 21.93 592.11$
Holdgate 49377 1/25/2014 07:27:39AM 1,CAT 966H 22.08 596.16$
Holdgate 49377 1/25/2014 07:30:01AM 1,CAT 966H 17.08 461.16$
Holdgate 49377 1/25/2014 08:08:13AM 1,CAT 966H 22.69 612.63$
Holdgate 49377 1/25/2014 08:10:31AM 1,CAT 966H 17.05 460.35$
Holdgate 49377 1/25/2014 08:13:23AM 1,CAT 966H 23.46 633.42$
Holdgate 49377 1/25/2014 08:45:23AM 1,CAT 966H 22.53 608.31$
Holdgate 49377 1/25/2014 08:48:47AM 1,CAT 966H 18.36 495.72$
Holdgate 49377 1/25/2014 08:51:23AM 1,CAT 966H 23.23 627.21$
Holdgate 49377 1/25/2014 09:22:08AM 1,CAT 966H 23.04 622.08$
Holdgate 49377 1/25/2014 09:24:32AM 1,CAT 966H 17.65 476.55$
Holdgate 49377 1/25/2014 09:27:31AM 1,CAT 966H 22.7 612.90$
Holdgate 49377 1/25/2014 09:57:30AM 1,CAT 966H 22.34 603.18$
Holdgate 49377 1/25/2014 09:59:38AM 1,CAT 966H 17.45 471.15$
Holdgate 49377 1/25/2014 10:02:35AM 1,CAT 966H 22.37 603.99$
Holdgate 49377 1/25/2014 10:33:59 1,CAT 966H 40.58 1,095.66$
Holdgate 49377 1/25/2014 10:38:04AM 1,CAT 966H 23.3 629.10$
Holdgate 49377 1/25/2014 11:08:07AM 1,CAT 966H 22.76 614.52$
Holdgate 49377 1/25/2014 11:11:40AM 1,CAT 966H 17.32 467.64$
Holdgate 49377 1/25/2014 11:14:31AM 1,CAT 966H 22.19 599.13$
Holdgate 49377 1/25/2014 11:43:53AM 1,CAT 966H 23.05 622.35$
Holdgate 49377 1/25/2014 11:46:11AM 1,CAT 966H 17.36 468.72$
Holdgate 49377 1/25/2014 11:49:49AM 1,CAT 966H 22.84 616.68$
Holdgate 49377 1/25/2014 12:17:27PM 1,CAT 966H 22.67 612.09$
Holdgate 49377 1/25/2014 12:20:43PM 1,CAT 966H 17.39 469.53$
Holdgate 49377 1/25/2014 12:24:38PM 1,CAT 966H 22.58 609.66$
Holdgate 49377 1/25/2014 12:54:21PM 1,CAT 966H 23.7 639.90$
Holdgate 49377 1/25/2014 12:56:32PM 1,CAT 966H 17.86 482.22$
Holdgate 49377 1/25/2014 12:59:12PM 1,CAT 966H 23.75 641.25$
Holdgate 49377 1/25/2014 02:18:50PM 1,CAT 966H 16.77 452.79$
Holdgate 49377 1/25/2014 02:22:22PM 1,CAT 966H 21.95 592.65$
Holdgate 49377 1/25/2014 01:41:33PM 1,CAT 966H 15.72 424.44$
Holdgate 49377 1/25/2014 01:46:19PM 1,CAT 966H 22.32 602.64$
Holdgate 49377 1/25/2014 01:51:45PM 1,CAT 966H 24.28 655.56$ 19,773.45$
P&M Reis 90663 1/25/2014 7:08 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 7:52 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 8:30 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 9:08 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 9:46 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 10:20 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 10:55 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 11:30 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 12:10 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 12:47 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 1:22 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 1:56 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 2:30 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 3:08 Tri Axle 22 594.00$
P&M Reis 90663 1/25/2014 7:20 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 7:58 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 8:38 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 9:12 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 9:52 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 10:25 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 11:01 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 11:38 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 12:12 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 12:45 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 1:12 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 1:50 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 2:26 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 3:01 New Mack 20 540.00$
P&M Reis 90663 1/25/2014 7:15 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 7:55 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 8:34 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 9:06 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 9:42 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 10:15 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 10:54 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 11:27 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 12:02 Truck #5 20 540.00$
Page 18 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90663 1/25/2014 12:56 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 1:10 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 1:38 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 2:10 Truck #5 20 540.00$
P&M Reis 90663 1/25/2014 7:48 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 8:26 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 9:02 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 9:38 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 10:12 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 10:47 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 11:25 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 11:59 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 12:39 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 1:12 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 1:48 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 2:23 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 2:58 AJ Truck 16 432.00$
P&M Reis 90663 1/25/2014 8:05 Perry 16 432.00$
P&M Reis 90663 1/25/2014 8:40 Perry 16 432.00$
P&M Reis 90663 1/25/2014 9:05 Perry 16 432.00$
P&M Reis 90663 1/25/2014 9:46 Perry 16 432.00$
P&M Reis 90663 1/25/2014 10:22 Perry 16 432.00$
P&M Reis 90663 1/25/2014 11:00 Perry 16 432.00$
P&M Reis 90663 1/25/2014 11:32 Perry 16 432.00$
P&M Reis 90663 1/25/2014 12:07 Perry 16 432.00$
P&M Reis 90663 1/25/2014 12:41 Perry 16 432.00$
P&M Reis 90663 1/25/2014 1:15 Perry 16 432.00$
P&M Reis 90663 1/25/2014 1:45 Perry 16 432.00$
P&M Reis 90663 1/25/2014 2:15 Perry 16 432.00$
P&M Reis 90663 1/25/2014 2:50 Perry 16 432.00$
P&M Reis 90663 1/25/2014 7:26 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 8:13 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 8:53 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 9:30 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 10:05 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 10:38 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 11:10 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 11:45 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 12:20 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 12:50 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 1:25 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 2:00 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 2:35 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 3:10 Truck #12 16 432.00$
P&M Reis 90663 1/25/2014 7:30 Jason 18 486.00$
P&M Reis 90663 1/25/2014 8:00 Jason 18 486.00$
P&M Reis 90663 1/25/2014 8:46 Jason 18 486.00$
P&M Reis 90663 1/25/2014 9:19 Jason 18 486.00$
P&M Reis 90663 1/25/2014 9:55 Jason 18 486.00$
P&M Reis 90663 1/25/2014 10:31 Jason 18 486.00$
P&M Reis 90663 1/25/2014 11:08 Jason 18 486.00$
P&M Reis 90663 1/25/2014 11:30 Jason 18 486.00$
P&M Reis 90663 1/25/2014 12:12 Jason 18 486.00$
P&M Reis 90663 1/25/2014 12:48 Jason 18 486.00$
P&M Reis 90663 1/25/2014 1:30 Jason 18 486.00$
P&M Reis 90663 1/25/2014 2:05 Jason 18 486.00$ 46,008.00$
P&M Reis 90664 1/26/2014 7:25 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 8:12 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 8:51 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 9:23 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 10:04 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 10:50 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 11:25 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 12:00 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 12:36 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 1:10 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 1:43 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 2:18 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 2:49 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 3:22 Tri Axle 22 594.00$
P&M Reis 90664 1/26/2014 7:10 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 7:50 New Mack 20 540.00$
Page 19 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90664 1/26/2014 9:25 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 8:55 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 9:40 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 0:00 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 10:55 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 11:30 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 12:00 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 12:35 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 1:15 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 1:50 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 2:20 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 2:55 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 3:25 New Mack 20 540.00$
P&M Reis 90664 1/26/2014 7:18 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 8:00 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 8:42 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 9:15 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 9:50 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 10:27 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 11:08 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 11:39 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 12:10 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 12:42 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 1:22 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 1:53 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 2:27 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 3:02 Truck #5 20 540.00$
P&M Reis 90664 1/26/2014 7:33 Perry 16 432.00$
P&M Reis 90664 1/26/2014 8:20 Perry 16 432.00$
P&M Reis 90664 1/26/2014 8:55 Perry 16 432.00$
P&M Reis 90664 1/26/2014 9:28 Perry 16 432.00$
P&M Reis 90664 1/26/2014 7:15 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 8:04 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 8:45 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 9:17 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 9:55 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 10:36 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 11:13 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 11:50 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 12:28 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 1:03 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 1:40 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 2:10 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 2:44 Truck #12 16 432.00$
P&M Reis 90664 1/26/2014 3:15 Truck #12 16 432.00$ 31,752.00$
Holdgate 49381 1/27/2014 07:14:30AM 1,CAT 966H 21.32 575.64$
Holdgate 49381 1/27/2014 07:17:45AM 1,CAT 966H 22.02 594.54$
Holdgate 49381 1/27/2014 07:32:19AM 1,CAT 966H 18.66 503.82$
Holdgate 49381 1/27/2014 07:54:42AM 1,CAT 966H 21.6 583.20$
Holdgate 49381 1/27/2014 08:05:13AM 1,CAT 966H 21.93 592.11$
Holdgate 49381 1/27/2014 08:07:40AM 1,CAT 966H 16.85 454.95$
Holdgate 49381 1/27/2014 08:22:24AM 1,CAT 966H 16.9 456.30$
Holdgate 49381 1/27/2014 09:05:10AM 1,CAT 966H 17.19 464.13$
Holdgate 49381 1/27/2014 09:07:46AM 1,CAT 966H 23.01 621.27$
Holdgate 49381 1/27/2014 09;21:00AM 1,CAT 966H 22.71 613.17$
Holdgate 49381 1/27/2014 07:17:21AM 1,CAT 966H 16.85 454.95$
Holdgate 49381 1/27/2014 09:45:52AM 1,CAT 966H 17.82 481.14$
Holdgate 49381 1/27/2014 09:48:38AM 1,CAT 966H 22.46 606.42$
Holdgate 49381 1/27/2014 09:54:54AM 1,CAT 966H 23.27 628.29$
Holdgate 49381 1/27/2014 10:21:08AM 1,CAT 966H 17.07 460.89$
Holdgate 49381 1/27/2014 10:27:39AM 1,CAT 966H 22.72 613.44$
Holdgate 49381 1/27/2014 10:35:00AM 1,CAT 966H 21.86 590.22$
Holdgate 49381 1/27/2014 10:50:00AM 1,CAT 966H 17.27 466.29$
Holdgate 49381 1/27/2014 11:32:30AM 1,CAT 966H 17.27 466.29$
Holdgate 49381 1/27/2014 11:35:40AM 1,CAT 966H 22.8 615.60$
Holdgate 49381 1/27/2014 11:38:53AM 1,CAT 966H 22.24 600.48$
Holdgate 49381 1/27/2014 12:11:26PM 1,CAT 966H 17.42 470.34$
Holdgate 49381 1/27/2014 12:14:02PM 1,CAT 966H 16.21 437.67$
Holdgate 49381 1/27/2014 12:20:02PM 1,CAT 966H 22 594.00$
Holdgate 49381 1/27/2014 12:23:02PM 1,CAT 966H 23.08 623.16$
Holdgate 49381 1/27/2014 12:48:19PM 1,CAT 966H 17.3 467.10$
Holdgate 49381 1/27/2014 12:51:54PM 1,CAT 966H 16.76 452.52$
Page 20 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49381 1/27/2014 12:59:51PM 1,CAT 966H 23.15 625.05$
Holdgate 49381 1/27/2014 01:04:21PM 1,CAT 966H 23.02 621.54$
Holdgate 49381 1/27/2014 01:20:49PM 1,CAT 966H 18.11 488.97$
Holdgate 49381 1/27/2014 01:28:41PM 1,CAT 966H 16.94 457.38$
Holdgate 49381 1/27/2014 01:43:01PM 1,CAT 966H 23.11 623.97$
Holdgate 49381 1/27/2014 01:49:02PM 1,CAT 966H 22.46 606.42$
Holdgate 49381 1/27/2014 01:55:40PM 1,CAT 966H 15.95 430.65$
Holdgate 49381 1/27/2014 02:21:23PM 1,CAT 966H 22.71 613.17$
Holdgate 49381 1/27/2014 02:35:32PM 1,CAT 966H 23.78 642.06$
Holdgate 49381 1/27/2014 02:37:47PM 1,CAT 966H 17.07 460.89$
Holdgate 49381 1/27/2014 02:57:33PM 1,CAT 966H 21.73 586.71$
Holdgate 49381 1/27/2014 03:12:47PM 1,CAT 966H 16.83 454.41$ 21,099.15$
P&M Reis 90675 1/27/2014 7:30 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 8:06 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 8:41 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 9:14 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 9:55 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 10:30 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 11:04 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 11:46 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 12:25 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 1:03 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 1:40 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 2:13 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 2:47 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 3:22 Tri Axle 22 594.00$
P&M Reis 90675 1/27/2014 7:42 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 8:20 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 9:26 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 10:09 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 10:46 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 11:28 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 12:03 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 12:40 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 1:23 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 1:55 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 2:36 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 3:06 New Mack 20 540.00$
P&M Reis 90675 1/27/2014 7:34 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 8:10 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 8:45 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 9:20 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 9:58 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 10:38 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 11:09 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 11:52 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 12:28 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 1:06 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 1:42 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 2:17 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 2:50 Truck #5 20 540.00$
P&M Reis 90675 1/27/2014 7:45 Perry 16 432.00$
P&M Reis 90675 1/27/2014 8:30 Perry 16 432.00$
P&M Reis 90675 1/27/2014 9:00 Perry 16 432.00$
P&M Reis 90675 1/27/2014 9:35 Perry 16 432.00$
P&M Reis 90675 1/27/2014 10:08 Perry 16 432.00$
P&M Reis 90675 1/27/2014 10:45 Perry 16 432.00$
P&M Reis 90675 1/27/2014 11:20 Perry 16 432.00$
P&M Reis 90675 1/27/2014 12:00 Perry 16 432.00$
P&M Reis 90675 1/27/2014 1:30 Perry 16 432.00$
P&M Reis 90675 1/27/2014 1:10 Perry 16 432.00$
P&M Reis 90675 1/27/2014 1:50 Perry 16 432.00$
P&M Reis 90675 1/27/2014 2:26 Perry 16 432.00$
P&M Reis 90675 1/27/2014 3:10 Perry 16 432.00$
P&M Reis 90675 1/27/2014 7:00 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 8:00 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 8:30 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 9:10 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 9:45 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 10:20 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 10:58 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 11:40 Truck #12 16 432.00$
Page 21 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90675 1/27/2014 12:15 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 12:55 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 1:30 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 2:05 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 2:40 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 3:20 Truck #12 16 432.00$
P&M Reis 90675 1/27/2014 7:40 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 8:15 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 8:50 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 9:30 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 10:05 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 10:40 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 11:15 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 11:58 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 12:35 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 1:10 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 1:50 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 2:25 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 3:00 AJ Truck 16 432.00$
P&M Reis 90675 1/27/2014 7:47 Jason 18 486.00$
P&M Reis 90675 1/27/2014 8:28 Jason 18 486.00$
P&M Reis 90675 1/27/2014 9:05 Jason 18 486.00$
P&M Reis 90675 1/27/2014 9:41 Jason 18 486.00$
P&M Reis 90675 1/27/2014 10:17 Jason 18 486.00$
P&M Reis 90675 1/27/2014 10:53 Jason 18 486.00$
P&M Reis 90675 1/27/2014 11:30 Jason 18 486.00$
P&M Reis 90675 1/27/2014 12:10 Jason 18 486.00$
P&M Reis 90675 1/27/2014 12:44 Jason 18 486.00$
P&M Reis 90675 1/27/2014 1:18 Jason 18 486.00$
P&M Reis 90675 1/27/2014 2:01 Jason 18 486.00$
P&M Reis 90675 1/27/2014 2:32 Jason 18 486.00$ 44,928.00$
Holdgate 49391 1/28/2014 07:12:52AM 1,CAT 966H 19.6 529.20$
Holdgate 49391 1/28/2014 07:16:37AM 1,CAT 966H 20.38 550.26$
Holdgate 49391 1/28/2014 07:23:51AM 1,CAT 966H 15.48 417.96$
Holdgate 49391 1/28/2014 07:49:54AM 1,CAT 966H 20.11 542.97$
Holdgate 49391 1/28/2014 08:00:48AM 1,CAT 966H 15.69 423.63$
Holdgate 49391 1/28/2014 08:05:32AM 1,CAT 966H 22.33 602.91$
Holdgate 49391 1/28/2014 08:24:19AM 1,CAT 966H 21.74 586.98$
Holdgate 49391 1/28/2014 08:35:14AM 1,CAT 966H 16.36 441.72$
Holdgate 49391 1/28/2014 08:40:38AM 1,CAT 966H 21.48 579.96$
Holdgate 49391 1/28/2014 09:02:28AM 1,CAT 966H 16.28 439.56$
Holdgate 49391 1/28/2014 09:12:59AM 1,CAT 966H 16.3 440.10$
Holdgate 49391 1/28/2014 09:19:52AM 1,CAT 966H 22.13 597.51$
Holdgate 49391 1/28/2014 09:43:16AM 1,CAT 966H 24.14 651.78$
Holdgate 49391 1/28/2014 09:49:04AM 1,CAT 966H 17.44 470.88$
Holdgate 49391 1/28/2014 09:58:04AM 1,CAT 966H 16.71 451.17$
Holdgate 49391 1/28/2014 10:15:50AM 1,CAT 966H 21.9 591.30$
Holdgate 49391 1/28/2014 10:24:12AM 1,CAT 966H 16.98 458.46$
Holdgate 49391 1/28/2014 10:21:27AM 1,CAT 966H 15.7 423.90$
Holdgate 49391 1/28/2014 10:50:50AM 1,CAT 966H 21.69 585.63$
Holdgate 49391 1/28/2014 10:58:47AM 1,CAT 966H 16.14 435.78$
Holdgate 49391 1/28/2014 11:10:52AM 1,CAT 966H 21.54 581.58$
Holdgate 49391 1/28/2014 11:56:17AM 1,CAT 966H 21.69 585.63$
Holdgate 49391 1/28/2014 11:58:55AM 1,CAT 966H 16.42 443.34$
Holdgate 49391 1/28/2014 12:01:58PM 1,CAT 966H 21.95 592.65$
Holdgate 49391 1/28/2014 12:29:24PM 1,CAT 966H 22.23 600.21$
Holdgate 49391 1/28/2014 12:35:26PM 1,CAT 966H 16.56 447.12$
Holdgate 49391 1/28/2014 01:05:37PM 1,CAT 966H 22.37 603.99$
Holdgate 49391 1/28/2014 01:08:42PM 1,CAT 966H 21.99 593.73$
Holdgate 49391 1/28/2014 01:13:45PM 1,CAT 966H 16.91 456.57$
Holdgate 49391 1/28/2014 01:41:11PM 1,CAT 966H 21.76 587.52$
Holdgate 49391 1/28/2014 01:51:07PM 1,CAT 966H 17.24 465.48$
Holdgate 49391 1/28/2014 02:00:29PM 1,CAT 966H 22.92 618.84$
Holdgate 49391 1/28/2014 02:18:42PM 1,CAT 966H 22.43 605.61$
Holdgate 49391 1/28/2014 02:25:53PM 1,CAT 966H 18.17 490.59$
Holdgate 49391 1/28/2014 02:42:22PM 1,CAT 966H 26.82 724.14$
Holdgate 49391 1/28/2014 02:53:08PM 1,CAT 966H 21.29 574.83$
Holdgate 49391 1/28/2014 02:59:30PM 1,CAT 966H 18.35 495.45$ 19,688.94$
P&M Reis 90681 1/28/2014 7:45 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 8:35 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 9:13 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 10:01 Tri Axle 22 594.00$
Page 22 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90681 1/28/2014 10:38 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 11:22 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 11:53 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 12:33 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 1:12 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 1:48 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 2:30 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 3:05 Tri Axle 22 594.00$
P&M Reis 90681 1/28/2014 7:48 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 8:42 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 9:19 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 10:04 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 10:42 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 11:14 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 11:47 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 12:30 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 1:05 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 1:38 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 2:19 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 2:55 New Mack 20 540.00$
P&M Reis 90681 1/28/2014 7:38 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 8:21 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 9:02 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 9:52 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 10:31 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 11:08 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 11:42 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 12:21 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 1:00 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 1:58 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 2:40 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 3:18 Truck #5 20 540.00$
P&M Reis 90681 1/28/2014 7:30 Perry 16 432.00$
P&M Reis 90681 1/28/2014 8:05 Perry 16 432.00$
P&M Reis 90681 1/28/2014 8:50 Perry 16 432.00$
P&M Reis 90681 1/28/2014 9:30 Perry 16 432.00$
P&M Reis 90681 1/28/2014 10:15 Perry 16 432.00$
P&M Reis 90681 1/28/2014 10:50 Perry 16 432.00$
P&M Reis 90681 1/28/2014 11:30 Perry 16 432.00$
P&M Reis 90681 1/28/2014 12:05 Perry 16 432.00$
P&M Reis 90681 1/28/2014 12:35 Perry 16 432.00$
P&M Reis 90681 1/28/2014 1:15 Perry 16 432.00$
P&M Reis 90681 1/28/2014 2:00 Perry 16 432.00$
P&M Reis 90681 1/28/2014 2:50 Perry 16 432.00$
P&M Reis 90681 1/28/2014 7:03 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 8:07 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 8:45 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 9:45 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 10:25 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 11:00 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 11:35 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 12:11 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 1:00 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 1:40 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 2:30 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 3:10 Truck #12 16 432.00$
P&M Reis 90681 1/28/2014 7:24 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 8:01 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 8:48 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 9:26 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 10:11 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 10:47 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 11:26 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 12:12 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 12:50 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 1:42 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 2:23 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 3:00 AJ Truck 16 432.00$
P&M Reis 90681 1/28/2014 7:40 Jason 18 486.00$
P&M Reis 90681 1/28/2014 8:26 Jason 18 486.00$
P&M Reis 90681 1/28/2014 9:06 Jason 18 486.00$
P&M Reis 90681 1/28/2014 9:43 Jason 18 486.00$
Page 23 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90681 1/28/2014 10:16 Jason 18 486.00$
P&M Reis 90681 1/28/2014 10:55 Jason 18 486.00$
P&M Reis 90681 1/28/2014 11:33 Jason 18 486.00$
P&M Reis 90681 1/28/2014 12:05 Jason 18 486.00$
P&M Reis 90681 1/28/2014 12:45 Jason 18 486.00$
P&M Reis 90681 1/28/2014 1:23 Jason 18 486.00$
P&M Reis 90681 1/28/2014 2:06 Jason 18 486.00$
P&M Reis 90681 1/28/2014 2:43 Jason 18 486.00$
P&M Reis 90681 1/28/2014 3:21 jason 18 486.00$ 41,958.00$
Holdgate 49401 1/30/2014 07:23:31AM 1,CAT 966H 21.74 586.98$
Holdgate 49401 1/30/2014 07:26:10AM 1,CAT 966H 20.58 555.66$
Holdgate 49401 1/30/2014 07:43:29AM 1,CAT 966H 16 432.00$
Holdgate 49401 1/30/2014 08:03:04AM 1,CAT 966H 21.08 569.16$
Holdgate 49401 1/30/2014 08:27:57AM 1,CAT 966H 22.54 608.58$
Holdgate 49401 1/30/2014 08:40:17AM 1,CAT 966H 17.01 459.27$
Holdgate 49401 1/30/2014 08:46:32AM 1,CAT 966H 23.31 629.37$
Holdgate 49401 1/30/2014 09:08:50AM 1,CAT 966H 23.83 643.41$
Holdgate 49401 1/30/2014 09:22:02AM 1,CAT 966H 19.07 514.89$
Holdgate 49401 1/30/2014 09:32:00AM 1,CAT 966H 24.43 659.61$
Holdgate 49401 1/30/2014 09:44:47AM 1,CAT 966H 19.31 521.37$
Holdgate 49401 1/30/2014 09:53:47AM 1,CAT 966H 24.34 657.18$
Holdgate 49401 1/30/2014 09:55:56AM 1,CAT 966H 18.37 495.99$
Holdgate 49401 1/30/2014 10:08:30AM 1,CAT 966H 24.58 663.66$
Holdgate 49401 1/30/2014 10:23:07AM 1,CAT 966H 18.12 489.24$
Holdgate 49401 1/30/2014 10:33:45AM 1,CAT 966H 23.54 635.58$
Holdgate 49401 1/30/2014 10:36:55AM 1,CAT 966H 18.14 489.78$
Holdgate 49401 1/30/2014 10:56:02AM 1,CAT 966H 23.15 625.05$
Holdgate 49401 1/30/2014 10:58:09AM 1,CAT 966H 17.83 481.41$
Holdgate 49401 1/30/2014 11:10:51AM 1,CAT 966H 22.74 613.98$
Holdgate 49401 1/30/2014 11:24:37AM 1,CAT 966H 17.56 474.12$
Holdgate 49401 1/30/2014 11:38:16AM 1,CAT 966H 24.39 658.53$
Holdgate 49401 1/30/2014 11:50:01AM 1,CAT 966H 23.73 640.71$
Holdgate 49401 1/30/2014 11:57:57AM 1,CAT 966H 18.34 495.18$
Holdgate 49401 1/30/2014 12:22:47PM 1,CAT 966H 23.74 640.98$
Holdgate 49401 1/30/2014 12:45:24PM 1,CAT 966H 23.84 643.68$
Holdgate 49401 1/30/2014 12:47:35PM 1,CAT 966H 18.59 501.93$
Holdgate 49401 1/30/2014 12:57:34PM 1,CAT 966H 23 621.00$
Holdgate 49401 1/30/2014 01:20:12PM 1,CAT 966H 25.24 681.48$
Holdgate 49401 1/30/2014 01:24:13PM 1,CAT 966H 19.82 535.14$
Holdgate 49401 1/30/2014 01:42:18PM 1,CAT 966H 25.11 677.97$
Holdgate 49401 1/30/2014 01:53:19PM 1,CAT 966H 25.38 685.26$
Holdgate 49401 1/30/2014 01:56:42PM 1,CAT 966H 19.31 521.37$
Holdgate 49401 1/30/2014 02:17:15PM 1,CAT 966H 22.99 620.73$
Holdgate 49401 1/30/2014 02:27:21PM 1,CAT 966H 23.98 647.46$
Holdgate 49401 1/30/2014 02:35:07PM 1,CAT 966H 18.38 496.26$
Holdgate 49401 1/30/2014 02:57:00PM 1,CAT 966H 23.7 639.90$ 21,513.87$
P&M Reis 90714 1/30/2014 7:40 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 8:36 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 9:19 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 9:59 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 10:45 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 11:33 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 12:35 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 1:15 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 1:45 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 2:30 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 3:00 Tri Axle 22 594.00$
P&M Reis 90714 1/30/2014 7:20 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 8:20 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 9:05 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 10:10 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 11:10 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 11:50 New Mack 20 540.00$
P&M Reis 90714 1/30/2014 7:25 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 8:34 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 9:36 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 10:36 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 11:48 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 12:53 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 1:34 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 2:14 Truck #5 20 540.00$
P&M Reis 90714 1/30/2014 2:49 Truck #5 20 540.00$
Page 24 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90714 1/30/2014 7:30 Perry 16 432.00$
P&M Reis 90714 1/30/2014 8:40 Perry 16 432.00$
P&M Reis 90714 1/30/2014 9:45 Perry 16 432.00$
P&M Reis 90714 1/30/2014 10:45 Perry 16 432.00$
P&M Reis 90714 1/30/2014 11:55 Perry 16 432.00$
P&M Reis 90714 1/30/2014 1:00 Perry 16 432.00$
P&M Reis 90714 1/30/2014 1:40 Perry 16 432.00$
P&M Reis 90714 1/30/2014 2:20 Perry 16 432.00$
P&M Reis 90714 1/30/2014 2:55 Perry 16 432.00$
P&M Reis 90714 1/30/2014 7:30 Truck #12 16 432.00$
P&M Reis 90714 1/3/1900 8:43 Truck #12 16 432.00$
P&M Reis 90714 1/30/2014 9:55 Truck #12 16 432.00$
P&M Reis 90714 1/30/2014 7:50 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 8:50 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 9:50 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 10:45 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 11:20 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 1:14 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 2:00 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 2:40 AJ Truck 16 432.00$
P&M Reis 90714 1/30/2014 3:20 AJ Truck 16 432.00$ 23,706.00$
Holdgate 49415 1/30/2014 07:29:58AM 1,CAT 966H 21.8 588.60$
Holdgate 49415 1/31/2014 07:38:46AM 1,CAT 966H 17.87 482.49$
Holdgate 49415 1/31/2014 07:42:44AM 1,CAT 966H 23.85 643.95$
Holdgate 49415 1/31/2014 08:07:55AM 1,CAT 966H 24.25 654.75$
Holdgate 49415 1/31/2014 08:10:22AM 1,CAT 966H 18.12 489.24$
Holdgate 49415 1/31/2014 08:23:29AM 1,CAT 966H 23.88 644.76$
Holdgate 49415 1/31/2014 08:28:35AM 1,CAT 966H 18.36 495.72$
Holdgate 49415 1/31/2014 08:45:16AM 1,CAT 966H 24.26 655.02$
Holdgate 49415 1/31/2014 08:53:09AM 1,CAT 966H 18.29 493.83$
Holdgate 49415 1/31/2014 8:57:04AM 1,CAT 966H 22.99 620.73$
Holdgate 49415 1/31/2014 09:27:03AM 1,CAT 966H 18.93 511.11$
Holdgate 49415 1/31/2014 09:29:43AM 1,CAT 966H 24.83 670.41$
Holdgate 49415 1/31/2014 09:32:28AM 1,CAT 966H 23.58 636.66$
Holdgate 49415 1/31/2014 09:35:54AM 1,CAT 966H 18.99 512.73$
Holdgate 49415 1/31/2014 9:57:48AM 1,CAT 966H 25.67 693.09$
Holdgate 49415 1/31/2014 10:27:05AM 1,CAT 966H 24.59 663.93$ 9,457.02$
P&M Reis 90728 1/31/2014 7:29 Tri Axle 22 594.00$
P&M Reis 90728 1/31/2014 8:18 Tri Axle 22 594.00$
P&M Reis 90728 1/31/2014 8:54 Tri Axle 22 594.00$
P&M Reis 90728 1/31/2014 9:36 Tri Axle 22 594.00$
P&M Reis 90728 1/31/2014 7:23 Truck #5 20 540.00$
P&M Reis 90728 1/31/2014 8:13 Truck #5 20 540.00$
P&M Reis 90728 1/31/2014 8:55 Truck #5 20 540.00$
P&M Reis 90728 1/31/2014 9:28 Truck #5 20 540.00$
P&M Reis 90728 1/31/2014 8:50 Perry 16 432.00$
P&M Reis 90728 1/31/2014 9:45 Perry 16 432.00$ 5,400.00$
P&M Reis 90730 2/1/2014 7:17 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 7:51 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 8:21 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 9:06 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 9:35 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 10:05 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 10:35 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 11:01 Tri Axle 22 594.00$
P&M Reis 90730 2/1/2014 7:22 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 8:03 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 8:36 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 9:14 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 9:45 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 10:19 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 10:57 New Mack 20 540.00$
P&M Reis 90730 2/1/2014 7:12 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 7:49 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 8:21 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 9:00 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 9:30 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 10:00 Truck #5 20 540.00$
P&M Reis 90730 2/1/2014 7:27 Perry 16 432.00$
P&M Reis 90730 2/1/2014 8:05 Perry 16 432.00$
P&M Reis 90730 2/1/2014 8:47 Perry 16 432.00$
P&M Reis 90730 2/1/2014 9:19 Perry 16 432.00$
Page 25 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
P&M Reis 90730 2/1/2014 9:48 Perry 16 432.00$
P&M Reis 90730 2/1/2014 10:24 Perry 16 432.00$
P&M Reis 90730 2/1/2014 11:00 Perry 16 432.00$
P&M Reis 90730 2/1/2014 11:07 AJ Truck 16 432.00$ 15,288.00$
Holdgate 49439 2/3/2014 10:08:19AM 1,CAT 966H 25.45 687.15$
Holdgate 49439 2/3/2014 10:11:43AM 1,CAT 966H 26.18 706.86$
Holdgate 49439 2/3/2014 10:43:27AM 1,CAT 966H 26.64 719.28$
Holdgate 49439 2/3/2014 10:53:32AM 1,CAT 966H 24.35 657.45$
Holdgate 49439 2/3/2014 11:18:01AM 1,CAT 966H 24.19 653.13$ 3,423.87$
Reis 90742 2/3/2014 9:00 Tri Axle 22 594.00$
Reis 90742 2/3/2014 9:35 Tri Axle 22 594.00$
Reis 90742 2/3/2014 10:10 Tri Axle 22 594.00$
Reis 90742 2/3/2014 10:45 Tri Axle 22 594.00$
Reis 90742 2/3/2014 11:20 Tri Axle 22 594.00$
Reis 90742 2/3/2014 11:55 Tri Axle 22 594.00$
Reis 90742 2/3/2014 12:35 Tri Axle 22 594.00$
Reis 90742 2/3/2014 1:25 Tri Axle 22 594.00$
Reis 90742 2/3/2014 2:05 Tri Axle 22 594.00$
Reis 90742 2/3/2014 2:45 Tri Axle 22 594.00$
Reis 90742 2/3/2014 3:25 Tri Axle 22 594.00$
Reis 90742 2/3/2014 9:00 New Mack 20 540.00$
Reis 90742 2/3/2014 9:40 New Mack 20 540.00$
Reis 90742 2/3/2014 10:15 New Mack 20 540.00$
Reis 90742 2/3/2014 10:45 New Mack 20 540.00$
Reis 90742 2/3/2014 11:25 New Mack 20 540.00$
Reis 90742 2/3/2014 12:00 New Mack 20 540.00$
Reis 90742 2/3/2014 12:45 New Mack 20 540.00$
Reis 90742 2/3/2014 1:03 New Mack 20 540.00$
Reis 90742 2/3/2014 2:15 New Mack 20 540.00$
Reis 90742 2/3/2014 2:56 New Mack 20 540.00$
Reis 90742 2/3/2014 3:34 New Mack 20 540.00$
Reis 90742 2/3/2014 9:15 Truck #5 20 540.00$
Reis 90742 2/3/2014 9:55 Truck #5 20 540.00$
Reis 90742 2/3/2014 10:32 Truck #5 20 540.00$
Reis 90742 2/3/2014 11:08 Truck #5 20 540.00$
Reis 90742 2/3/2014 11:47 Truck #5 20 540.00$
Reis 90742 2/3/2014 12:27 Truck #5 20 540.00$
Reis 90742 2/3/2014 1:28 Truck #5 20 540.00$
Reis 90742 2/3/2014 2:08 Truck #5 20 540.00$
Reis 90742 2/3/2014 2:47 Truck #5 20 540.00$
Reis 90742 2/3/2014 3:26 Truck #5 20 540.00$
Reis 90742 2/3/2014 9:35 Truck #12 16 432.00$
Reis 90742 2/3/2014 10:15 Truck #12 16 432.00$
Reis 90742 2/3/2014 10:55 Truck #12 16 432.00$
Reis 90742 2/3/2014 11:34 Truck #12 16 432.00$
Reis 90742 2/3/2014 12:15 Truck #12 16 432.00$
Reis 90742 2/3/2014 1:00 Truck #12 16 432.00$
Reis 90742 2/3/2014 1:48 Truck #12 16 432.00$
Reis 90742 2/3/2014 2:30 Truck #12 16 432.00$
Reis 90742 2/3/2014 3:15 Truck #12 16 432.00$
Reis 90742 2/3/2014 9:10 Perry 16 432.00$
Reis 90742 2/3/2014 11:00 Perry 16 432.00$
Reis 90742 2/3/2014 11:45 Perry 16 432.00$
Reis 90742 2/3/2014 12:20 Perry 16 432.00$
Reis 90742 2/3/2014 2:12 Perry 16 432.00$
Reis 90742 2/3/2014 1:02 Perry 16 432.00$
Reis 90742 2/3/2014 2:50 Perry 16 432.00$
Reis 90742 2/3/2014 3:30 Perry 16 432.00$ 25,218.00$
Holdgate 49444 2/4/2014 07:24:28AM 1,CAT 966H 22.59 609.93$
Holdgate 49444 2/4/2014 07:27:16AM 1,CAT 966H 17.29 466.83$
Holdgate 49444 2/4/2014 07:31:10AM 1,CAT 966H 21.21 572.67$
Holdgate 49444 2/4/2014 08:01:29AM 1,CAT 966H 23.27 628.29$
Holdgate 49444 2/4/2014 08:04:08AM 1,CAT 966H 18.23 492.21$
Holdgate 49444 2/4/2014 0.342847222 1,CAT 966H 19.41 524.07$
Holdgate 49444 2/4/2014 08:19:12AM 1,CAT 966H 24.74 667.98$
Holdgate 49444 2/4/2014 08:37:15AM 1,CAT 966H 24.95 673.65$
Holdgate 49444 2/4/2014 08:51:26AM 1,CAT 966H 19.36 522.72$
Holdgate 49444 2/4/2014 08:56:53AM 1,CAT 966H 24.67 666.09$
Holdgate 49444 2/4/2014 09:12:46AM 1,CAT 966H 19.33 521.91$
Holdgate 49444 2/4/2014 09:16:00AM 1,CAT 966H 24.12 651.24$
Holdgate 49444 2/4/2014 009:36:36AM 1,CAT 966H 19.86 536.22$
Holdgate 49444 2/4/2014 09:41:08AM 1,CAT 966H 25.1 677.70$
Page 26 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Holdgate 49444 2/4/2014 09:45:59AM 1,CAT 966H 19.4 523.80$
Holdgate 49444 2/4/2014 09:51:14AM 1,CAT 966H 24.88 671.76$
Holdgate 49444 2/4/2014 10:14:51AM 1,CAT 966H 18.71 505.17$
Holdgate 49444 2/4/2014 10:17:46AM 1,CAT 966H 25.7 693.90$
Holdgate 49444 2/4/2014 10:20:37AM 1,CAT 966H 19.74 532.98$
Holdgate 49444 2/4/2014 10:26:46AM 1,CAT 966H 25.57 690.39$
Holdgate 49444 2/4/2014 10:51:12AM 1,CAT 966H 21.33 575.91$
Holdgate 49444 2/4/2014 10:54:48AM 1,CAT 966H 24.98 674.46$
Holdgate 49444 2/4/2014 10:57:26AM 1,CAT 966H 19.87 536.49$
Holdgate 49444 2/4/2014 11:05:49AM 1,CAT 966H 26.49 715.23$
Holdgate 49444 2/4/2014 11:26:50AM 1,CAT 966H 20.14 543.78$
Holdgate 49444 2/4/2014 11:30:02AM 1,CAT 966H 25.38 685.26$
Holdgate 49444 2/4/2014 11:32:50AM 1,CAT 966H 18.9 510.30$
Holdgate 49444 2/4/2014 11:42:15AM 1,CAT 966H 26.15 706.05$
Holdgate 49444 2/4/2014 12:05:45PM 1,CAT 966H 17.73 478.71$
Holdgate 49444 2/4/2014 12:08:56PM 1,CAT 966H 24.83 670.41$
Holdgate 49444 2/4/2014 12:11:29PM 1,CAT 966H 18.34 495.18$
Holdgate 49444 2/4/2014 12:19:49PM 1,CAT 966H 24.56 663.12$
Holdgate 49444 2/4/2014 12:41:15PM 1,CAT 966H 19.73 532.71$
Holdgate 49444 2/4/2014 12:44:43PM 1,CAT 966H 26.99 728.73$
Holdgate 49444 2/4/2014 12:47:18PM 1,CAT 966H 19.2 518.40$
Holdgate 49444 2/4/2014 12:58:43PM 1,CAT 966H 23.06 622.62$
Holdgate 49444 2/4/2014 01:18:07PM 1,CAT 966H 20.08 542.16$
Holdgate 49444 2/4/2014 01:21:13PM 1,CAT 966H 24.79 669.33$
Holdgate 49444 2/4/2014 01:23:44PM 1,CAT 966H 20.4 550.80$
Holdgate 49444 2/4/2014 01:53:50PM 1,CAT 966H 19.36 522.72$
Holdgate 49444 2/4/2014 01:56:44PM 1,CAT 966H 25.84 697.68$
Holdgate 49444 2/4/2014 01:59:12PM 1,CAT 966H 19.2 518.40$
Holdgate 49444 2/4/2014 02:30:54PM 1,CAT 966H 26.09 704.43$
Holdgate 49444 2/4/2014 02:33:40PM 1,CAT 966H 26.87 725.49$
Holdgate 49444 2/4/2014 02:35:46PM 1,CAT 966H 20.25 546.75$
Holdgate 49444 2/4/2014 03:05:32PM 1,CAT 966H 25.85 697.95$
Holdgate 49444 2/4/2014 03:08:49PM 1,CAT 966H 19.21 518.67$
Holdgate 49444 2/4/2014 03:11:19PM 1,CAT 966H 25.43 686.61$ 28,867.86$
Reis 90751 2/4/2013 7:20 Truck #12 16 432.00$
Reis 90751 2/4/2013 8:00 Truck #12 16 432.00$
Reis 90751 2/4/2013 8:40 Truck #12 16 432.00$
Reis 90751 2/4/2013 9:20 Truck #12 16 432.00$
Reis 90751 2/4/2013 10:00 Truck #12 16 432.00$
Reis 90751 2/4/2013 10:37 Truck #12 16 432.00$
Reis 90751 2/4/2013 11:16 Truck #12 16 432.00$
Reis 90751 2/4/2013 11:55 Truck #12 16 432.00$
Reis 90751 2/4/2013 12:30 Truck #12 16 432.00$
Reis 90751 2/4/2013 1:16 Truck #12 16 432.00$
Reis 90751 2/4/2013 1:52 Truck #12 16 432.00$
Reis 90751 2/4/2013 2:30 Truck #12 16 432.00$
Reis 90751 2/4/2013 3:07 Truck #12 16 432.00$
Reis 90751 2/4/2013 11:00 Truck #5 20 540.00$
Reis 90751 2/4/2013 11:35 Truck #5 20 540.00$
Reis 90751 2/4/2013 12:12 Truck #5 20 540.00$
Reis 90751 2/4/2013 12:47 Truck #5 20 540.00$
Reis 90751 2/4/2013 1:24 Truck #5 20 540.00$
Reis 90751 2/4/2013 1:57 Truck #5 20 540.00$
Reis 90751 2/4/2013 2:35 Truck #5 20 540.00$
Reis 90751 2/4/2013 3:11 Truck #5 20 540.00$
Reis 90751 2/4/2013 7:15 New Mack 20 540.00$
Reis 90751 2/4/2013 7:45 New Mack 20 540.00$
Reis 90751 2/4/2013 8:30 New Mack 20 540.00$
Reis 90751 2/4/2013 9:08 New Mack 20 540.00$
Reis 90751 2/4/2013 9:45 New Mack 20 540.00$
Reis 90751 2/4/2013 10:15 New Mack 20 540.00$
Reis 90751 2/4/2013 10:45 New Mack 20 540.00$
Reis 90751 2/4/2013 8:45 Tri Axle 22 594.00$
Reis 90751 2/4/2013 9:18 Tri Axle 22 594.00$
Reis 90751 2/4/2013 9:50 Tri Axle 22 594.00$
Reis 90751 2/4/2013 10:00 Tri Axle 22 594.00$
Reis 90751 2/4/2013 11:00 Tri Axle 22 594.00$
Reis 90751 2/4/2013 11:43 Tri Axle 22 594.00$
Reis 90751 2/4/2013 12:17 Tri Axle 22 594.00$
Reis 90751 2/4/2013 12:50 Tri Axle 22 594.00$
Reis 90751 2/4/2013 1:25 Tri Axle 22 594.00$
Reis 90751 2/4/2013 2:00 Tri Axle 22 594.00$
Page 27 of 27
Vendor Invoice #Date Time Truck ID Quantity Cost Invoice Total
Reis 90751 2/4/2013 2:46 Tri Axle 22 594.00$
Reis 90751 2/4/2013 3:25 Tri Axle 22 594.00$ 20,844.00$
Reis 90757 2/5/2014 10:23 Tri Axle 22 594.00$
Reis 90757 2/5/2014 10:30 New Mack 20 540.00$
Reis 90770 2/6/2014 7:30 Tri Axle 22 594.00$
Reis 90770 2/6/2014 8:07 Tri Axle 22 594.00$
Reis 90770 2/6/2014 9:30 Tri Axle 22 594.00$
Reis 90770 2/6/2014 10:11 Tri Axle 22 594.00$
Reis 90770 2/6/2014 7:30 New Mack 20 540.00$
Reis 90770 2/6/2014 8:30 New Mack 20 540.00$
Reis 90770 2/6/2014 9:00 New Mack 20 540.00$
Reis 90770 2/6/2014 9:49 New Mack 20 540.00$
Reis 90770 2/6/2014 11:13 New Mack 20 540.00$
Reis 90770 2/6/2014 12:23:00 PM New Mack 20 540.00$
Reis 90770 2/6/2014 7:35:00 AM Truck #5 20 540.00$
Reis 90770 2/6/2014 8:19:00 AM Truck #5 20 540.00$
Reis 90770 2/6/2014 9:00:00 AM Truck #5 20 540.00$
Reis 90770 2/6/2014 9:40 Truck #5 20 540.00$
Reis 90770 2/6/2014 10:17 Truck #5 20 540.00$
Reis 90770 2/6/2014 11:06 Truck #5 20 540.00$
Reis 90770 2/6/2014 12:12 Truck #5 20 540.00$
Reis 90770 2/6/2014 8:40:00 AM AJ Truck 16 432.00$
Reis 90770 2/6/2014 x jason 18 486.00$
Reis 90770 2/6/2014 x jason 18 486.00$
Reis 90770 2/6/2014 x jason 18 486.00$
Reis 90770 2/6/2014 x jason 18 486.00$
Reis 90770 2/6/2014 x jason 18 486.00$
Reis 90770 2/6/2014 11:06 Perry 16 432.00$
Reis 90770 2/6/2014 12:11 Perry 16 432.00$
Reis 90770 2/6/2014 1:15 Perry 16 432.00$
Reis 90770 2/6/2014 8:45 Truck #12 16 432.00$
Reis 90770 2/6/2014 9:24 Truck #12 16 432.00$
Reis 90770 2/6/2014 10:23 Truck #12 16 432.00$
Reis 90770 2/6/2014 11:25 Truck #12 16 432.00$
Reis 90770 2/6/2014 12:30 Truck #12 16 432.00$ 15,714.00$
Totals 39,204.24
Invoice
Date
1/14/2014
Invoice #
49207
Bill To
Sconset Beach Preservation
18 Sesapana Rd.
Nantucket, MA 02554
Holdgate Partners
Po Box 427, 1 Barnard Valley Rd
Nantucket, MA 02554
Terms
Net 30
Account #Job Description
Phone #508-228-4266 Fax #508-825-2013
Balance Due
Subtotal
Sales Tax (6.25%)
Payments/Credits
Signature
Longfin LLC dba
Date Item Code DescriptionQuantity Price Each Amount
1/14/2014 Sand - SBPF Hill sand per yard Delivered18.95 27.00 511.65
1/14/2014 Sand - SBPF Hill sand per yard Delivered22.52 27.00 608.04
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.34 27.00 630.18
1/14/2014 Sand - SBPF Hill sand per yard Delivered17.51 27.00 472.77
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.46 27.00 633.42
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.51 27.00 634.77
1/14/2014 Sand - SBPF Hill sand per yard Delivered18.56 27.00 501.12
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.56 27.00 636.12
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.48 27.00 633.96
1/14/2014 Sand - SBPF Hill sand per yard Delivered18.96 27.00 511.92
1/14/2014 Sand - SBPF Hill sand per yard Delivered22.59 27.00 609.93
1/14/2014 Sand - SBPF Hill sand per yard Delivered22.85 27.00 616.95
1/14/2014 Sand - SBPF Hill sand per yard Delivered18.14 27.00 489.78
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.84 27.00 643.68
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.57 27.00 636.39
1/14/2014 Sand - SBPF Hill sand per yard Delivered19.51 27.00 526.77
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.74 27.00 640.98
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.63 27.00 638.01
1/14/2014 Sand - SBPF Hill sand per yard Delivered18.58 27.00 501.66
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.32 27.00 629.64
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.4 27.00 631.80
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.75 27.00 641.25
1/14/2014 Sand - SBPF Hill sand per yard Delivered23.39 27.00 631.53
1/14/2014 Misc Plant & Equipment Rental1 3,300.00 3,300.00
$16,912.32
$16,912.32
$0.00
$0.00
Invoice
Date
1/15/2014
Invoice #
49228
Bill To
Sconset Beach Preservation
18 Sesapana Rd.
Nantucket, MA 02554
Holdgate Partners
Po Box 427, 1 Barnard Valley Rd
Nantucket, MA 02554
Terms
Net 30
Account #Job Description
Phone #508-228-4266 Fax #508-825-2013
Balance Due
Subtotal
Sales Tax (6.25%)
Payments/Credits
Signature
Longfin LLC dba
Date Item Code DescriptionQuantity Price Each Amount
1/15/2014 Sand - SBPF Hill sand per yard Delivered21.88 27.00 590.76
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.62 27.00 475.74
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.2 27.00 599.40
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.99 27.00 620.73
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.48 27.00 471.96
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.37 27.00 603.99
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.8 27.00 615.60
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.29 27.00 466.83
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.08 27.00 623.16
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.48 27.00 606.96
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.34 27.00 468.18
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.83 27.00 616.41
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.86 27.00 644.22
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.57 27.00 474.39
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.54 27.00 608.58
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.09 27.00 623.43
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.32 27.00 467.64
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.31 27.00 629.37
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.84 27.00 643.68
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.94 27.00 484.38
1/15/2014 Sand - SBPF Hill sand per yard Delivered24.17 27.00 652.59
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.91 27.00 645.57
1/15/2014 Sand - SBPF Hill sand per yard Delivered18.26 27.00 493.02
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.85 27.00 643.95
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.86 27.00 644.22
1/15/2014 Sand - SBPF Hill sand per yard Delivered17.83 27.00 481.41
Page 1
Invoice
Date
1/15/2014
Invoice #
49228
Bill To
Sconset Beach Preservation
18 Sesapana Rd.
Nantucket, MA 02554
Holdgate Partners
Po Box 427, 1 Barnard Valley Rd
Nantucket, MA 02554
Terms
Net 30
Account #Job Description
Phone #508-228-4266 Fax #508-825-2013
Balance Due
Subtotal
Sales Tax (6.25%)
Payments/Credits
Signature
Longfin LLC dba
Date Item Code DescriptionQuantity Price Each Amount
1/15/2014 Sand - SBPF Hill sand per yard Delivered22.93 27.00 619.11
1/15/2014 Sand - SBPF Hill sand per yard Delivered24.24 27.00 654.48
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.63 27.00 638.01
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.31 27.00 629.37
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.54 27.00 635.58
1/15/2014 Sand - SBPF Hill sand per yard Delivered23.24 27.00 627.48
1/15/2014 Misc Plant & Equipment Rental1 3,300.00 3,300.00
Page 2
$22,000.20
$22,000.20
$0.00
$0.00
BAXTER ROAD TEMPORARY STABILIZATION PROJECT
NOTICE OF INTENT (DEP FILE NO. SE 048-2610)
RESPONSE TO LETTER FROM NANTUCKET LAND COUNCIL
DATED FEBRUARY 18, 2014
March 13, 2014
This document provides responses to the above-referenced letter. For ease of review, the
comments in the Nantucket Land Council’s letter have been grouped into categories.
1. As-Built Plan and Surveys
Comments:
o Up to date survey of beach elevations fronting the project and immediately north and
south of the project should be required…..
o A current mean high tide line (HTL) should be clearly labeled on the Plan.
o Surveyed position and elevation of the seaward extent of geotube #1 should be
provided on the As-Built Plan.
o The seaward extent and profile of placed nourishment and seaward extent and profile of
proposed nourishment should be shown on the updated beach profiles.
o The project benchmarks should be shown on the As-Built Plan with the appropriate
horizontal and vertical coordinates. o Updated survey of top of coastal bank (at a minimum in construction zones) should be
required.
o Design Plans and As-Built Plans of the proposed constructed geotube design should be
stamped by the design engineer. In addition, written comments should be provided on
the As-Built Plan by the design engineer to certify what was constructed and the
methods used (this is a new design and the Commission should require official approval
by a professional coastal engineer).
Response:
The submitted as-built plan was performed by a Professional Land Surveyor (PLS) and meets
the standard requirements for a Record Drawing. As indicated on the plan, Blackwell &
Associates and Woods Hole Group established on-site benchmarks at locations north and
south of the project site. There is no requirement that these benchmarks need to be shown
on the as-built plan, nor is it typical for the benchmarks to be shown. In this instance, the
benchmarks were not shown since they are located to the north and south of the depicted
project area. The as-built plan was prepared at the completion of construction, as is typical,
and notes that geotubes #1 and #2 were not surveyed due to their position below geotube
#3. However, the location of geotube #3 is known with precision, as are the dimensions
and degree of overlap of geotubes #1 and #2, so the positions of geotubes #1 and #2 and
the anchor tube can also be reliably determined, as shown on the as-built plan. There can
be no reasonable doubt as to the locations of geotubes #1 and #2 and the anchor tube,
hence the appropriateness of the PLS to stamp the as-built drawings.
Response to Nantucket Land Council Letter dated February 14, 2014 1
In relations to the current beach contours and elevations, SBPF performed an extensive
LIDAR survey in July 2013 at the onset of permitting (as reflected on the as-built survey) and
has committed to continue to survey the project area on a semi-annual basis. The next
survey is scheduled for mid-April, and will include both the beach and the top of bank. To
obtain additional coverage of the geotube installation area during the April survey, SBPF
will add additional transects within the project area and 300 feet to the north and south, so
that the spacing between transects is approximately every 100-200 feet. .
Additionally, as noted previously, the as-built stamp is stamped by a PLS, which is the
requirement for the Record Drawing. The design plans for the project, as submitted on
November 19, 2013, are likewise stamped by the design engineer. This meets the typical
requirements for design and as-built plans. We disagree that the constructed project is a
“new” design, the simple omission of the fourth tube did not change the dimensions and
locations of the lowest three geotubes, all of which are clearly depicted on the existing
design plans.
Finally, the attached sketch shows the approximate dimensions and volume of the
nourishment template at the completion of construction. Tables 1 and 2 (attached to the
“Supplemental Information for March 19, 2014 Hearing”) document that the project has
fulfilled its sand delivery requirements.
2. Volume of Sand Delivered
Comments:
o Written accounting of existing beach sand and supplied nourishment sand… o Delivery slips documenting the volume of nourishment placed on the beach cet1ified
by the design engineer.
Response:
Tables 1 and 2 (attached to the “Supplemental Information for March 19, 2014 Hearing”)
document the volumes of sand used for construction and demonstrate that the project has
fulfilled its sand delivery requirements.
3. Stormwater Drain
Comment:
o Stamped As-Built Plan detailing the constructed drainage pipe (an appropriate
professional engineer should stamp plans or at a minimum comment on the design).
Response:
The memo from Mark Haley dated March 12, 2014 addresses the general design of the
stormwater drainage pipe.
4. Construction Information
Comment:
o Written narrative of work required to construct proposed design and appropriate waiver
requests for proposal.
Response:
Response to Nantucket Land Council Letter dated February 14, 2014 2
The construction process has been described in the previous written submittals to the
Commission between October and December 2013. Construction information has also
been presented at various Conservation Commission meetings between October and
February; therefore, we disagree that further information is needed.
5. New Notice of Intent
Comment
o This "hearing" has consisted of several amended designs and the applicants should be
required to submit a new and complete package of information for the newly
constructed design so that it can be adequately reviewed by the Commission and by the
public.
Response
The project has established a substantial record of information throughout the hearing
process in October, November, and December 2013 that is completely relevant to the
emergency project. We disagree that the simple omission of a fourth tube during the winter
construction, at the direction of the Commission, constitutes a “new” project. The
“Supplemental Information for March 19, 2014 Hearing” document clearly outlines those
areas where SBPF and TON are requesting changes to the existing record.
6. Photographs
The purpose of the photographs is not explicitly stated; however, we infer it may be related
to the matter of the position of the High Tide Line (HTL) and whether the US Army Corps of
Engineers (USACE) holds jurisdiction over the project. This matter is exhaustively
addressed in the “Supplemental Information for March 19, 2014 Hearing” document and
the attached correspondence with the USACE. As indicated in the exchange with the
USACE, the HTL was staked on the beach at the beginning of construction. The
construction crew was aware of the HTL location on the beach and made every effort to
stay landward of that line. We note that the HTL is a stillwater elevation and that the
USACE definition of HTL specifically excludes storm surges, of which there were a number
during the construction period. As a result, there were times when wave run up moved
well landward of the HTL and the construction dike placed to create the slurry trench. We
expect that some of the photos depicted these occurrences. The USACE has reviewed our
correspondence, discussed the matter extensively with us and others, and has indicated that
it is taking no further action on the work completed to date.
Response to Nantucket Land Council Letter dated February 14, 2014 3
Figure 1
Approximate Sand Template
Sconset Bluff Emergency Project Nantucket, Massachusetts
THIS DRAWING IS NOT TO SCALE
Approximate Existing Template Volume of 14 CY/LF
Total Mitigation Volume of 22 CY/LF Delivered
30'
TOP ELEV. 21.3'
5'3-SAND FILLED
45' CIRCUMFERENCE
GEOTUBES
30
'