Am_0002_16-B-0039.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912P8-16-B-0039, WBV-EVM-78, Westbank and Vicinity (WBV) Hurricane and Storm Damage Risk Reduction System (HSDRRS) Mitigation, Jean Lafitte Sw amp (Millaudon and Horseshoe Cuts) and BLH-Wet (Hw y 45 Borrow Pit) Restoration, Jefferson Parish, LA (ED 15-039) is hereby amended as follow s:

1. Include submitted questions and answ ers and associated specif ication & plan changes, as per the attached;

2. Schedule a one-time Site Visit for Wednesday, 06 July 2016, 10:00 - 11:00 AM CST;

3. The deadline for Contractor's to submit questions to the Government is extended to 08 July 2016, 1:00 PM CST.

4. Bid Opening Date is hereby postponed and w ill be reestablished by amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 23

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P8-16-B-0039

X 9B. DATED (SEE ITEM 11)

07-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Jun-2016

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time 07-Jul-2016 02:00 PM has been deleted.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for--

Date: Wednesday, July 6, 2016 Time: 10:00 – 11:00 AM CST

(c) Participants will meet at--

Location: As per the contract drawings - "Existing Construction Access" as shown on the plans on Hwy 45

POC: Kenneth Crumholt: (504) 628-5064 Alternate POC: John Yanguba: (504) 458-2095

Note: Visitors are advised to wear field attire. This includes safety shoes and long pants.

(End of provision)

W912P8-16-B-0039

SUBMITTAL REGISTER

Delete this Submittal Register in its entirety and substitute the attached revised Submittal Register therefore:

SECTION 31 23 00.00 12

1. Page 4, add the following new paragraph immediately after paragraph 1.3.2:

“1.3.1 Settlement

Settlement gage installation is not mandated. If the Contractor elects to install settlement gages, measurement of additional fill material placed by reason of foundation settlement will be based on measurements on the respective settlement gage installed, as applied to respective measurement range determined by the Government approved settlement plate layout proposed by the Contractor. Methodology for settlement allowance will be coordinated prior to any placement of fill materials. In instances where settlement plates have been set and cannot be found after completion of the fill operation, no measurement for settlement will be made, and any payment which may be due the Contractor for the settlement range applicable to that settlement gage will be forfeited.”

2. Page 5, add the following new paragraph immediately after paragraph 1.3.6.5:

“1.3.6.6 Settlement Gages

The cost of furnishing, installing, and maintaining settlement gages, if used, including measurements required to be made by the Contractor shall be at the expense of the Contractor. No separate payment will be made for compaction of fill around and over the settlement gages or for interference with the Contractor's operations resulting from the settlement gage installations, if used.

Measurements required to be made by the Contractor shall be at the expense of the Contractor.”

3. Page 6, paragraph 1.5. Delete this paragraph in its entirety and substitute the following therefore:

“1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation. The designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 01100 - GENERAL PROVISIONS

The following changes are applicable:

W912P8-16-B-0039

SD-01 Preconstruction Submittals

Sand Borrow Source; G, EDL Clay Borrow Source; G, EDL Top Soil Borrow Source; G, EDL Unwatering Plan; G, EDL Settlement Plate Plan; G, EDL”

4. Page 6, paragraph 2.3. Delete this paragraph in its entirety and substitute the following therefore:

“2.3 TOP SOIL

Topsoil as defined by ASTM D 5268 shall be standard topsoil used for landscaping purposes. The total salts content shall be less than 1500 ppm.

The pH shall be tested in accordance with ASTM D 4972. Topsoil shall be free of sticks, stones, roots, and other debris and objectionable materials.”

5. Page 10, add the following new paragraph immediately after paragraph 3.2.11:

“3.2.12 Additional Fill”

Should the Contractor desire payment for placing additional fill due to foundation settlement during construction, they will be required to submit for approval a Settlement Gage Plan which includes a layout plan for proposed settlement gage installation, elevation at which plates will be installed, proposed applicable measurement reaches of each specific gage installed, method of monitoring and preserving integrity of the gages, etc. Contractor is advised that partial sand filling of the borrow pit is likely required to assure a smooth level surface for plate installation. Upon approval of the submitted plan and agreement as to methodology to apply gage readings towards settlement calculations, the Contractor shall furnish and install settlement gages for determination of such settlement. Prior to placing fill material, each gage shall be installed on a prepared foundation at the locations provided on the approved plan, and shall be maintained during construction. Each gage shall be set on a smooth level surface. Leveling of gage beds shall be accomplished by partial filling with sand as necessary to produce an even foundation and in such manner that the density of gage beds will remain at the same density as the undisturbed adjacent ground. Burying the settlement gage below the existing ground surface will not be permitted. The type of gage used shall be as shown on the drawings. The Contractor shall determine elevations of the gages prior to placing fill material, and again within 72 hours after compliance cross sections have been taken over the completed marsh creation platform for each fill material. The 72-hour requirement is an absolute pre-condition for payment for settlement of the foundation. The initial and final elevation of the gages will be verified by the Contracting Officer's representative at the site. Measurement of additional fill material placed due to

W912P8-16-B-0039 settlement of the foundation will be as stated in paragraph "MEASUREMENT."

Installation of and measurement on gages shall be at the option and expense of the Contractor. Failure to utilize settlement gages in strict accordance with the specifications and drawings will result in total forfeiture of any payment that may otherwise be due the Contractor for settlement of the foundation. In each case of 1) failure to recover any settlement gage, or 2) failure to comply with the 72 hour requirement for determining gage elevations, payment will be totally forfeited for the reach attributable to each gage so affected.”

SECTION 32 93 00

Page 6, paragraph 1.8.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.8.4 Photo and Video Documentation

The Contractor performing planting operations shall hold a certified forester’s license (which is a national certification), and have a minimum of five (5) years landscape construction experience. Documentation shall include photos and/or videos. Documentation shall be collected: (1) Prior to the start of work activities, (2) Immediately prior to planting, and (3) Upon completion of initial planting.”

DRAWINGS

1. SHEET IDENTIFICATION No. CE-105, NOTES, Note 5. Change NOTE 5 to read “5. SIDE SLOPES OF THE BORROW PIT SHALL NOT BE STEEPER

THAN 1V ON 2H.”

2. SHEET IDENTIFICATION No. CE-202. Delete this drawing in its entirety and substitute the attached revised SHEET IDENTIFICATION No. CE-202 therefore.

W912P8-16-B-0039

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

WBV Borrow Pit and Canal Gaps

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 45 04.00 10 SD-01 Preconstruction Submittals G CDContractor Quality Control Plan

01 57 20.00 12 SD-01 Preconstruction Submittals

1.6.1 G EDEnvironmental Pollution Control

Plan 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G ED'As-Built' Drawings

31 23 00.00 12 SD-01 Preconstruction Submittals

G EDLSand Borrow Source G EDLClay Borrow Source G EDLTop Soil Borrow Source

3.2.3 G EDLUnwatering Plan

G EDLSettlement Gage Plan G EDLSettlement Plate Plan

32 92 19.00 12 SD-03 Product Data 2.1.1Fertilizer

SD-07 Certificates 2.1.3Seed

32 93 00 SD-01 Preconstruction Submittals 1.8.3Certified Forester's License

1.8.1 G EDLInspection/Monitoring Grid

SD-02 Shop Drawings G EDLPost Planting Site Survey

SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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REVIEWER

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REVIEWER

A C T I O N

C O D E

DATE

OF

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MAILED

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

WBV Borrow Pit and Canal Gaps

32 93 00 Local/Regional Materials SD-06 Test Reports Planting Report

SD-07 Certificates 1.8.2Nursery Certifications

35 43 38.00 12 SD-01 Preconstruction Submittals

1.7.2 G ED-TConcrete Mixture Proportions

3.7Conveying

3.8 G CDPlacing Concrete

3.1 G ED-LRamp Repair Layout Plan

SD-03 Product Data

2.9 G ED-TReinforcing Steel and Dowels

2.6 G ED-TExpansion Joint Filler Strips

3.14 G ED-TField Molded Joint Sealants

2.8 G ED-TCuring Materials

1.6.1 G CDBatching and Mixing Equipment

SD-07 Certificates

2.1 G ED-TCementitious Materials

2.2 G ED-TAggregates

2.3.1 G ED-TAir-Entraining Admixture

2.3.2 G ED-TWater-Reducing or Retarding

Admixture

2.3 G ED-TChemical Admixtures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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DESCRIPTION

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P A R A G R A P H

C L A S S I F I C A T I O N

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

(NTS)

EARTHEN FILL

BLH-W RESTORATION

BORROW PIT

LIMIT OF

EASTERN

APPROX ELEV -4.0'

SAND FILL TO

APPROX ELEV +1.0'

CLAY FILL TO

25' CROWN

BLH-W PLATFORM - APPROX 1200'

FILL MATERIAL

TRUCK HAUL

WEST

EAST

EXISTING BORROW PIT GRADE

TOP SOIL FILL TO APPROX ELEV +3.0'

REMAINING BORROW PIT

1V :8H

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5 feet

El (+)3.0 Min

4 min

South North

5 feet

El (+)3.0 Min

4 min

South North

Allowable Road 15 feet (Maximum)

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Clay Fill Clay Fill (Unwatering)

Clay Dike

(N.T.S.)

North Clay Dike

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P la n ti n g B o u n d a ry

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Designed Access Road

Optional Contractor surveys.

into the adjacent clay fill. Degrade shall be accomplished prior to clay fill the platform no longer required unwatering, shall be degraded and incorporated

6. Clay dike above elevation 1.0 upon completion of clay fill to an elevation that

5. Fill is required south of the south clay dike to meet planting mitigation.

beyond the planting boundary.

Enlargement may extend north or south. A south extension shall not extend

4. South dike may be enlarged to allow construction access by the Contractor.

completion of the project.

road may remain on site. Board roads, if used, shall be removed upon alternate road shall not exceed 15 feet in width. Sand base for the alternate boundary. The Contractor may build an alternate road north of the dike.

Enlargement must be toward the south as the north crown is the planting

3. North dike may be enlarged to allow construction access by the Contractor.

material hauled to the site.

borrow site. Void created by clay dike borrow shall be backfilled with

2. Fill needed to build clay dikes shall be obtained from within the Hwy 45 into the unwatering feature.

Clay dikes shall be built prior to sand placement and incorporated

1. Clay dikes shall be constructed on both the north and south perimeter.

Clay Dikes:

A N

S I

D

(MIN)

ELEV +2.5

1V :1 0H

SAND BERM

C/L

NOT TO SCALE

TYPICAL GAGE DETAIL

SETTLEMENT MEASUREMENT GAGES

(OPTIONAL)

IN GROUND 10' MINIMUM

PIPE 3" STD. DRIVE

OR 2' X 2' X 1 / 8"

PLATE 4' X 4' X 1 / 4"

(OPTIONAL)

WELDED TO PLATE

PIPE 6" STD. X 2'

STEEL PLATE 4' X 4' X 1 / 4"

THE PLACEMENT AREA FOR SAND FILL IS IN A OPEN WATER AREA.

THE CONTRACTOR PROPOSES PLATES FOR SAND FILL, IT SHALL BE NOTED THAT

NEEDED TO PROTECT THE INTEGRITY OF THE GAGES DURING CONSTRUCTION. IF

PLAN SHALL INCLUDE ANTICIPATED SETTLEMENT MEASUREMENT AND PRECAUTIONS

MATERIALS. RISER PIPES ARE REQUIRED ON SETTLEMENT GAGES. CONTRACTOR'S

A SETTLEMENT PLATE PLACEMENT PLAN FOR REVIEW PRIOR TO PURCHASING

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, IT SHALL FURNISH

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

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SOLICITATION NO. W91238-16-B-0039

WBV-EVM-78, Westbank and Vicinity (WBV) Hurricane and Storm Damage Risk Reduction System (HSDRRS) Mitigation, Jean Lafitte Swamp (Millaudon and Horseshoe Cuts) and BLH-Wet (Hwy 45 Borrow Pit) Restoration, Jefferson Parish, Louisiana

Questions and Responses

As of: 30 June 2016

The intent of this section is to provide questions & comments received from interested parties on the above Scope of Work, and our responses to those questions and comments. It is possible that the information below does not reflect 100% of the questions and responses. The questions and comments do not necessarily represent questions received from any particular contractor.

Questions and responses are provided for information only and are not made part of the Scope of Work.

No. Question Response

6.

Section 31 23 00 Part 3.1.2 Clearing discusses the possibility of leaving “desirable” trees within the area flagged for clearing. What type of trees are considered desirable, and how many of these types of trees does the USACE anticipate in each area (Horseshoe Canal & Millaudon Canal)? Will there be additional contract days given while the Contracting Officer makes the determination?

Desirable trees include large native species, cypress for example. We do not anticipate desirable trees in all of the canal cuts. Revisions have been made to alignments during P&S preparation. The intent of this requirement is to ensure desirable trees are left in place. No additional contract days will be added if desirable trees are located.

7.

Are the CAD Files for the project locations available to the Contractors? If so, we would like to request that these files be made available?

CADD files will be forwarded to the successful bidder upon contract award.

8.

Plan sheet CE‐104 depicts the board road ending at the construction ROW with access note 1 stating that the contractor shall access at the launch point shown. Sheet CE‐106 shows the board road extending to the intersection of the roadway to be built between the sand berm and the board road.

Which is correct?

CE‐106 correctly identifies the full required board road limits as this sheet is for truck access. CE‐104 does not show the full length.

9.

Assuming the board road will extend to the roadway leading to the sand berm; will the contractor be allowed to construct a temporary truck turnaround between the end of the board road and the sand berm?

Required board road does extend to the sand berm as shown on CE‐106. The Contractor may install additional board road, like your proposed turnaround. Per Note 1 of CE‐101, the Contractor may install additional board roads as it determines necessary (means and methods) based on Contractor’s work plan without additional cost to the Government.

10.

Will the contractor be allowed to build a haul road and/or board road to connect the east end of the clay retention dikes to the required board road?

The Contractor may install additional board road, like your proposed clay dike access. Per Note 1 of CE‐101, the Contractor may install additional board roads as it determines necessary (means and methods) based on Contractor’s work plan without additional cost to the Government.

11. Is there any silt fence required on the project? Silt fence is not required.

12.

I would like to request the USACE takeoff quantities for the above referenced project. Please let me know if there are any questions. Thank you.

Takeoff quantities are attached.

13.

Will there be a site walk for this project? There will not be a required site walk for the interested solicitors. Points of contact have been added per Amendment 0001 to coordinate a desired site walk.

As per this Amendment 0002, FAR 52.236- 27 Site Visit, Alternate I (Feb 1995) has been added and an organized site visit will be held on July 6, 2016 from 10:00 – 11:00 AM CST. See "FAR 52.236-27 Site Visit, Alternate I" in this Amendment for more information.

14.

The alignment given for the board road on Drawing CE‐106 places it in wooded areas that would require clearing and also places it in low areas that would require the addition of fill material prior to installation. Can the alignment be changed or field fitted to avoid disturbing the wooded areas or crossing the low areas?

The board road alignment may be changed or field fitted to avoid disturbing the wooded areas or crossing the low areas. As per note 1 on the referenced Drawing CE‐ 106, the board road location shall be field adjusted to ensure the board road stays on the flood side levee berm.

15.

On Drawing CE‐202, Note 2, it states that fill needed to build clay dikes shall be obtained from within the Hwy. 45 borrow site. Void created by clay dike borrow shall be backfilled with material hauled to the site. If cross‐sections used to determine the quantity of fill placed are taken prior to clay dike construction, the survey will not capture the void created by clay dike construction. Please consider allowing the original survey to occur after the dikes are constructed so the Contractor can receive payment for this additional fill.

We understand this concern. Surveys post dike construction would capture not only the excavation resulting from dike borrow, but the fill resulting from dike construction, both of which are within the confines of the fill site and would somewhat equal out.

However the specification states that surveys shall be performed before and after each lift. Dependent upon the timing of clay dike construction, the survey is allowed to occur after the dikes are constructed. As such, the Contractor can receive payment for this additional fill.

W912P8-16-B-0039

16.

In Section 31 23 00.00 12, Paragraph 1.3.2, it states that measurement for fill will be computed between the “before‐construction” cross sections and the required dimensions as show on the drawings using the average end area method. There are no provisions in Section 31 23 00.00 12 for measurement or payment of settlement. Please consider allowing the Contractor to install settlement plates as is typical for this type of construction. If the Government will not allow settlement plates, we request that all geotechnical and engineering analysis pertaining to settlement that has been prepared by the USACE along with soil borings be provided so Contractors can include the loss of fill material due to settlement in their proposals.

The Contractor, at their discretion is allowed to install settlement plates to capture the amount of settlement during construction. If desired, the Contractor will be required to submit a layout plan for proposed settlement plate installation, elevation at which plates will be installed, proposed applicable measurement reaches of each specific gage installed, method of monitoring and preserving integrity of the plates, etc.

Contractor is advised that partial sand filling of the borrow pit is likely required to assure a smooth level surface for plate installation. Installation of and measurement on gages shall be at the option and expense of the Contractor.

17.

In Section 31 23 00.00 12, Paragraph 2.3, it states that “Topsoil as defined by ASTM D 5268 shall be standard for topsoil used for landscaping purposes”.

Further in this same paragraph, the percentages of various materials used to create topsoil are given.

These stated percentages do not match that which is defined by ASTM D 5268. Please clarify which percentages of each material used to created topsoil shall govern. If the stated percentages will govern, please consider giving a range (i.e. 2% to 10%) that must be met and not a precise percentage.

Percentages provided in the referenced ASTM shall govern. The referenced paragraph has been amended as follows: “Topsoil as defined by ASTM D 5268 shall be standard topsoil used for landscaping purposes. The total salts content shall be less than 1500 ppm. The pH shall be tested in accordance with ASTM D 4972. Topsoil shall be free of sticks, stones, roots, and other debris and objectionable materials.”

18.

In Section 31 23 00.00 12, Paragraph 2.3 the test method for determining maximum particle sizes is defined as ASTM D 422. We have been informed that this test method has recently been rescinded and replaced with a new standard. Please provide us with the new standard for determining particle sizes.

See response to previous question.

19.

In Section 31 23 00.00 12, Paragraph 3.5.1.3 it states that “Additional top soil stockpiles may be available within the Bonnet Carre’. The Contractor may coordinate with the Bonnet Carre’ manager to identify location of adequate top soil borrow”. In order for the Contractors to determine if any of the material available for top soil is suitable prior to submitting a proposal on this solicitation, extensive testing will be required that will take upwards to two weeks. Since the Bonnet Carre’ manager has not been able to identify these areas to us other than the designated borrow pit, we request that the bid date be postponed allowing us to time to make the proper determination.

Bid opening date has been revised as per this amendment.

20.

Section 31 23 00.00 12 does not address the testing requirements or frequency of testing for either Government furnished or Contractor furnished clay borrow material. Chapter 2 of the “Construction Control Manual” only provides testing requirements for compacted embankment and un‐compacted berm material. Please define what, if any testing will be required on CLIN 0008 “Clay Fill” upon delivery and placement of the material.

Testing frequency and requirements shall be as defined in Chapter 2 of the “Construction Control Manual” for un‐compacted berm material.

21.

In Section 32 93 00, Paragraph 1.8.3, it states that “The Contractor performing planting operations shall hold a certified forester’s license in the state where the work is performed”. In Louisiana, our research shows that only a “Landscape Horticulturist License” is issued and not a certified forester’s license. If our research is correct, please change the requirement shown in this section.

The referenced sentence has been amended as follows, “The Contractor performing planting operations shall hold a certified forester’s license, which is a national certification.”

Horseshoe Canal *estimated values

HB 1

Survey Station

Base Distance

Elevation

Cut (feet)

Area Under Cut

Area Under Slope

Total Area

Volume Cummulative Volume

CY

0.00 -1.00 0.00 0.50 50 0.5 50.5

37.40 1.58 37.40 3.08 308 18.9728 326.9728 261.4349 261.4348652

47.40 3.28 10.00 4.78 478 45.6968 523.6968 157.5314 418.9662726

49.40 3.58 2.00 5.08 508 51.6128 559.6128 40.12258 459.0888504

57.40 3.58 8.00 5.08 508 51.6128 559.6128 165.8112 624.9000504

67.40 3.28 10.00 4.78 478 45.6968 523.6968 200.6129 825.5129393

77.40 1.78 10.00 3.28 328 21.5168 349.5168 161.7062 987.2191615

80.40 1.08 3.00 2.58 258 13.3128 271.3128 34.49053 1021.709695

87.40 0.88 7.00 2.38 238 11.3288 249.3288 67.49058 1089.200273

94.40 1.28 7.00 2.78 278 15.4568 293.4568 70.3611 1159.561369

96.40 0.78 2.00 2.28 228 10.3968 238.3968 19.69828 1179.25965

97.40 0.42 1.00 1.92 192 7.3728 199.3728 8.106844 1187.366495

107.40 -3.38 10.00 -1.88 -188 7.0688 -180.931 3.415111 1190.781606

117.40 -6.18 10.00 -4.68 -468 43.8048 -424.195 -112.06 1078.721161

127.40 -8.78 10.00 -7.28 -728 105.9968 -622.003 -193.74 884.980717

137.40 -10.18 10.00 -8.68 -868 150.6848 -717.315 -248.022 636.9587911

147.40 -9.88 10.00 -8.38 -838 140.4488 -697.551 -262.012 374.9464948

157.40 -11.98 10.00 -10.48 -1048 219.6608 -828.339 -282.572 92.37419852

167.40 -8.88 10.00 -7.38 -738 108.9288 -629.071 -269.891 -177.5166163

177.40 -3.68 10.00 -2.18 -218 9.5048 -208.495 -155.105 -332.6215052

183.40 -0.1 6.00 1.40 140 3.92 143.92 -7.17502 -339.7965274

187.40 1.48 4.00 2.98 298 17.7608 315.7608 34.05043 -305.7460978

197.40 1.68 10.00 3.18 318 20.2248 338.2248 121.1084 -184.6376533

207.40 1.28 10.00 2.78 278 15.4568 293.4568 116.9781 -67.65957926

217.40 0.48 10.00 1.98 198 7.8408 205.8408 92.46252 24.80293926

227.40 -0.02 10.00 1.48 148 4.3808 152.3808 66.33733 91.14027259

237.40 0.58 10.00 2.08 208 8.6528 216.6528 68.33956 159.4798281

247.40 1.08 10.00 2.58 258 13.3128 271.3128 90.364 249.8438281

257.40 1.08 10.00 2.58 258 13.3128 271.3128 100.4862 350.3300504

267.40 -0.92 10.00 0.58 58 0.6728 58.6728 61.10844 411.4384948

277.40 -1.32 10.00 0.18 18 0.0648 18.0648 14.21067 425.6491615

Bottom Width:

Slope Run:

Target Elevation:

-1.5

W912P8-16-B-0039

Station

(feet)

Area Under Cut

Area Under Slope

Total Area

Volume Cummulative Volume

38.9 1.19 38.90 2.69 269 14.4722 283.4722 204.205 204.2049737

48.9 2.99 10.00 4.49 449 40.3202 489.3202 143.1097 347.3146774

58.9 4.49 10.00 5.99 599 71.7602 670.7602 214.8297 562.1443811

71.9 4.19 13.00 5.69 569 64.7522 633.7522 314.0493 876.1936626

78.9 3.29 7.00 4.79 479 45.8882 524.8882 150.1941 1026.387789

88.9 1.79 10.00 3.29 329 21.6482 350.6482 162.1364 1188.524159

93.9 1.29 5.00 2.79 279 15.5682 294.5682 59.74226 1248.266418

98.9 1.29 5.00 2.79 279 15.5682 294.5682 54.54967 1302.816085

108.9 1.29 10.00 2.79 279 15.5682 294.5682 109.0993 1411.915418

113.9 1.29 5.00 2.79 279 15.5682 294.5682 54.54967 1466.465085

117.9 0.69 4.00 2.19 219 9.5922 228.5922 38.75262 1505.217707

128.9 -2.08 11.00 -0.58 -58 0.6728 -57.3272 34.88731 1540.105022

138.9 -12.98 10.00 -11.48 -1148 263.5808 -884.419 -174.397 1365.70754

148.9 -12.98 10.00 -11.48 -1148 263.5808 -884.419 -327.563 1038.144874

158.9 -13.48 10.00 -11.98 -1198 287.0408 -910.959 -332.477 705.6673922

168.9 -9.58 10.00 -8.08 -808 130.5728 -677.427 -294.146 411.5217626

178.9 -5.48 10.00 -3.98 -398 31.6808 -366.319 -193.286 218.2353922

188.9 -2.28 10.00 -0.78 -78 1.2168 -76.7832 -82.056 136.1793922

198.9 0.69 10.00 2.19 219 9.5922 228.5922 28.11278 164.29217

203.9 1.49 5.00 2.99 299 17.8802 316.8802 50.5067 214.7988737

208.9 0.99 5.00 2.49 249 12.4002 261.4002 53.54448 268.3433552

218.9 0.29 10.00 1.79 179 6.4082 185.4082 82.7423 351.0856515

228.9 0.79 10.00 2.29 229 10.4882 239.4882 78.68452 429.77017

238.9 0.69 10.00 2.19 219 9.5922 228.5922 86.68156 516.4517256

248.9 0.69 10.00 2.19 219 9.5922 228.5922 84.66378 601.1155033

258.9 0.59 10.00 2.09 209 8.7362 217.7362 82.65341 683.7689107

268.9 0.59 10.00 2.09 209 8.7362 217.7362 80.64304 764.4119478

278.9 0.89 10.00 2.39 239 11.4242 250.4242 86.69637 851.1083181

W912P8-16-B-0039

(feet)

Area Under Cut

Area Under Slope

Total Area

Volume Cummulative Volume

37 2.83 37.00 4.33 433 37.4978 470.4978 356.98 356.9799741 47 4.73 10.00 6.23 623 77.6258 700.6258 216.8747 573.8547148 52 5.53 5.00 7.03 703 98.8418 801.8418 139.1174 712.9720852 57 5.53 5.00 7.03 703 98.8418 801.8418 148.4892 861.4613074 67 5.03 10.00 6.53 653 85.2818 738.2818 285.2081 1146.669381 77 3.43 10.00 4.93 493 48.6098 541.6098 237.017 1383.686344 87 1.53 10.00 3.03 303 18.3618 321.3618 159.8096 1543.4959 97 1.33 10.00 2.83 283 16.0178 299.0178 114.8851 1658.381011

107 1.43 10.00 2.93 293 17.1698 310.1698 112.8125 1771.19353 116 0.93 9.00 2.43 243 11.8098 254.8098 94.16327 1865.356796 118 0.73 2.00 2.23 223 9.9458 232.9458 18.06502 1883.421819 127 -3.97 9.00 -2.47 -247 12.2018 -234.798 -0.30873 1883.113085 137 -9.57 10.00 -8.07 -807 130.2498 -676.75 -168.805 1714.307826 147 -12.27 10.00 -10.77 -1077 231.9858 -845.014 -281.808 1432.499604 157 -11.97 10.00 -10.47 -1047 219.2418 -827.758 -309.773 1122.726937 167 -10.97 10.00 -9.47 -947 179.3618 -767.638 -295.444 827.2831593 177 -7.37 10.00 -5.87 -587 68.9138 -518.086 -238.097 589.1860481 187 -4.27 10.00 -2.77 -277 15.3458 -261.654 -144.396 444.7896778 197 -2.37 10.00 -0.87 -87 1.5138 -85.4862 -64.2853 380.5044185 200 0.73 3.00 2.23 223 9.9458 232.9458 8.1922 388.6966185 202 1.23 2.00 2.73 273 14.9058 287.9058 19.2908 407.9874185 207 1.53 5.00 3.03 303 18.3618 321.3618 56.41367 464.4010852 217 1.33 10.00 2.83 283 16.0178 299.0178 114.8851 579.2861963 227 0.73 10.00 2.23 223 9.9458 232.9458 98.51178 677.7979741 237 0.53 10.00 2.03 203 8.2418 211.2418 82.25696 760.054937 247 -0.37 10.00 1.13 113 2.5538 115.5538 60.5177 820.5726407 257 0.03 10.00 1.53 153 4.6818 157.6818 50.59919 871.1718259 267 0.23 10.00 1.73 173 5.9858 178.9858 62.34585 933.5176778 277 -0.27 10.00 1.23 123 3.0258 126.0258 56.48363 990.0013074

Horseshoe CY Total 4261

Millaudon Canal *estimated values

MIL-1

Station

(feet)

Area Under Cut

Area Under Slope

Total Area

0 0.00 -1.00 0.00 0.50 30 0.5 30.5

913.6597

152.1 -0.11 152.10 1.39 83.4 3.8642 87.2642 331.7025 331.7024967

162.1 0.19 10.00 1.69 101.4 5.7122 107.1122 35.99563 367.6981263

182.1 0.39 20.00 1.89 113.4 7.1442 120.5442 84.31719 452.0153115

202.1 1.09 20.00 2.59 155.4 13.4162 168.8162 107.1705 559.18583

207.1 1.09 5.00 2.59 155.4 13.4162 168.8162 31.26226 590.4480893

222.1 3.69 15.00 5.19 311.4 53.8722 365.2722 148.3579 738.8059781

232.1 5.99 10.00 7.49 449.4 112.2002 561.6002 171.643 910.4490152

242.1 5.59 10.00 7.09 425.4 100.5362 525.9362 201.3956 1111.844645

246.1 5.09 4.00 6.59 395.4 86.8562 482.2562 74.68092 1186.525563

256.1 3.09 10.00 4.59 275.4 42.1362 317.5362 148.1097 1334.635267

258.1 0.99 2.00 2.49 149.4 12.4002 161.8002 17.7532 1352.388467

262.1 -1.21 4.00 0.29 17.4 0.1682 17.5682 13.28655 1365.675015

282.1 -5.41 20.00 -3.91 -234.6 30.5762 -204.024 -69.0576 1296.617386

302.1 -7.91 20.00 -6.41 -384.6 82.1762 -302.424 -187.573 1109.0442

322.1 -6.19 20.00 -4.69 -281.4 43.9922 -237.408 -199.938 909.1065707

342.1 -0.39 20.00 1.11 66.6 2.4642 69.0642 -62.3495 846.7570893

347.1 1.01 5.00 2.51 150.6 12.6002 163.2002 21.50596 868.2630522

348.1 2.41 1.00 3.91 234.6 30.5762 265.1762 7.932896 876.1959485

362.1 2.21 14.00 3.71 222.6 27.5282 250.1282 133.5974 1009.793386

382.1 1.51 20.00 3.01 180.6 18.1202 198.7202 166.2401 1176.033534

402.1 1.11 20.00 2.61 156.6 13.6242 170.2242 136.6461 1312.679608

MIL-2

Station

(feet)

Area Under Cut

Area Under Slope

Total Area

820 0.00 -1.00 0.00 0.50 30 0.5 30.5

841.857

133.7 0.95 133.70 2.45 147 12.005 159.005 469.2003 469.2003426

138.7 0.75 5.00 2.25 135 10.125 145.125 28.16019 497.3605278

158.7 0.85 20.00 2.35 141 11.045 152.045 110.063 607.4234907

178.7 0.95 20.00 2.45 147 12.005 159.005 115.2037 722.6271944

186.7 1.15 8.00 2.65 159 14.045 173.045 49.19259 771.819787

198.7 2.65 12.00 4.15 249 34.445 283.445 101.4422 873.2620093

218.7 5.65 20.00 7.15 429 102.245 531.245 301.737 1174.999046

222.7 5.55 4.00 7.05 423 99.405 522.405 78.04815 1253.047194

237.7 1.05 15.00 2.55 153 13.005 166.005 191.225 1444.272194

238.7 0.15 1.00 1.65 99 5.445 104.445 5.008333 1449.280528

258.7 -3.05 20.00 -1.55 -93 4.805 -88.195 6.018519 1455.299046

278.7 -6.05 20.00 -4.55 -273 41.405 -231.595 -118.441 1336.858306

298.7 -5.95 20.00 -4.45 -267 39.605 -227.395 -169.996 1166.862009

318.7 -4.93 20.00 -3.43 -205.8 23.5298 -182.27 -151.728 1015.134157

338.7 -1.13 20.00 0.37 22.2 0.2738 22.4738 -59.1839 955.9503056

343.7 1.07 5.00 2.57 154.2 13.2098 167.4098 17.58181 973.5321204

346.7 1.67 3.00 3.17 190.2 20.0978 210.2978 20.98376 994.5158759

358.7 2.27 12.00 3.77 226.2 28.4258 254.6258 103.3164 1097.832231

378.7 2.67 20.00 4.17 250.2 34.7778 284.9778 199.8532 1297.685417

388.7 2.37 10.00 3.87 232.2 29.9538 262.1538 101.3207 1399.006083

398.7 1.67 10.00 3.17 190.2 20.0978 210.2978 87.49104 1486.49712

Bottom Width:

Slope Run:

Target Elevation:

-1.5

W912P8-16-B-0039

(feet)

Area Under Cut

Area Under Slope

Total Area

1580 0.00 -1.00 0.00 0.50 30 0.5 30.5

955.2593

148.9 0.63 148.90 2.13 127.8 9.0738 136.8738 461.5178 461.5177559

168.9 0.83 20.00 2.33 139.8 10.8578 150.6578 106.4932 568.0109411

188.9 0.93 20.00 2.43 145.8 11.8098 157.6098 114.1732 682.1841263

198.9 1.23 10.00 2.73 163.8 14.9058 178.7058 62.28067 744.464793

208.9 2.63 10.00 4.13 247.8 34.1138 281.9138 85.29993 829.7647189

213.9 3.93 5.00 5.43 325.8 58.9698 384.7698 61.72996 891.4946819

226.9 6.83 13.00 8.33 499.8 138.7778 638.5778 246.3615 1137.856141

228.9 6.73 2.00 8.23 493.8 135.4658 629.2658 46.95717 1184.813311

235.9 6.63 7.00 8.13 487.8 132.1938 619.9938 161.9411 1346.754371

248.9 3.83 13.00 5.33 319.8 56.8178 376.6178 239.925 1586.679386

253.9 1.13 5.00 2.63 157.8 13.8338 171.6338 50.76404 1637.443423

258.9 -0.57 5.00 0.93 55.8 1.7298 57.5298 21.21885 1658.662274

268.9 -3.97 10.00 -2.47 -148.2 12.2018 -135.998 -14.5312 1644.131089

288.9 -5.17 20.00 -3.67 -220.2 26.9378 -193.262 -121.948 1522.182793

308.9 -5.87 20.00 -4.37 -262.2 38.1938 -224.006 -154.544 1367.638941

328.9 -6.51 20.00 -5.01 -300.6 50.2002 -250.4 -175.706 1191.933015

348.9 -0.91 20.00 0.59 35.4 0.6962 36.0962 -79.3717 1112.561311

353.9 -0.31 5.00 1.19 71.4 2.8322 74.2322 10.21559 1122.776904

355.9 1.09 2.00 2.59 155.4 13.4162 168.8162 9.001793 1131.778697

358.9 1.99 3.00 3.49 209.4 24.3602 233.7602 22.36536 1154.144052

368.9 2.09 10.00 3.59 215.4 25.7762 241.1762 87.95119 1242.095237

388.9 3.19 20.00 4.69 281.4 43.9922 325.3922 209.8401 1451.935386

398.9 4.39 10.00 5.89 353.4 69.3842 422.7842 138.5512 1590.486571

408.9 4.09 10.00 5.59 335.4 62.4962 397.8962 151.9779 1742.464423

Millaudon CY Total 2710.776

SAND BERM QUANTITIES

2.5 Crown Elevation

25 Crown Width 8 East Slope Run

10 West Slope Run offset Existing

(ft)

Lift

EA

(sf)

(cy)

Cumm Volume

(cy) -7.8 0.63 1.87 78.22

2.2 0.53 1.97 84.18 10.00 30.07 30.07

12.2 0.23 2.27 103.13 10.00 34.69 64.76

22.2 -1.07 3.57 203.95 10.00 56.87 121.63

32.2 -1.67 4.17 260.75 10.00 86.06 207.68

39.2 -3.03 5.53 413.48 7.00 87.40 295.08

45.6 -5.05 7.55 701.77 6.40 132.18 427.26

62.4 -9.91 12.41 1696.32 16.80 746.07 1,173.34

72.3 -13.12 15.62 2586.36 9.90 785.16 1,958.49

85.5 -14.06 16.56 2882.10 13.20 1,336.74 3,295.23

98.1 -16.43 18.93 3698.35 12.60 1,535.44 4,830.67

110.2 -15.31 17.81 3300.01 12.10 1,568.15 6,398.82

120.4 -10.52 13.02 1851.18 10.20 973.00 7,371.83

130.5 -9.48 11.98 1591.18 10.10 643.85 8,015.68

145.2 -10.83 13.33 1932.45 14.70 959.21 8,974.89

156.5 -14.56 17.06 3045.89 11.30 1,041.76 10,016.65

171.4 -16.85 19.35 3853.55 14.90 1,903.74 11,920.39

182.5 -17.34 19.84 4038.63 11.10 1,622.28 13,542.67

193.4 -15.48 17.98 3359.02 10.90 1,493.23 15,035.90

197.6 -12.5 15.00 2400.00 4.20 447.92 15,483.82

213.1 -10.52 13.02 1851.18 15.50 1,220.25 16,704.07

222.9 -8.21 10.71 1300.09 9.80 571.90 17,275.97

233.5 -5.93 8.43 850.33 10.60 422.12 17,698.09

244.7 -3.17 5.67 431.09 11.20 265.78 17,963.86

255.2 -3.49 5.99 472.67 10.50 175.73 18,139.60

268.5 -1.94 4.44 288.42 13.30 187.45 18,327.05

278.8 -1.32 3.82 226.83 10.30 98.28 18,425.33

287.8 0.62 1.88 78.81 9.00 50.94 18,476.27

300.0 0.91 1.59 62.50 12.20 31.93 18,508.20

316.5 -0.14 2.64 128.73 16.50 58.43 18,566.63

330.1 0.63 1.87 78.22 13.60 52.12 18,618.75

343.7 -3.61 6.11 488.74 13.60 142.79 18,761.54

360.3 -2.32 4.82 329.59 16.60 251.56 19,013.10

373.6 0.15 2.35 108.45 13.30 107.89 19,120.99 totals 381.40 19,120.99

Measurement in place by cubic yard, use 20,000cy `

Range 6+00 is closest survey section berm is 342 feet long in plan

W912P8-16-B-0039

CLAY DIKE - NORTH SIDE QUANTITIES

Crown Elevation Crown Width Slope Run

Cumm Volume (cy) sb slope 2.50 0.00 clay crown 2.25 0.75 6.00 2.00 sb toe 0.00 3.00 51.00 18.00 17.00 17.00 9+00 -0.10 3.10 53.94 217.50 422.68 439.68 12+00 -1.00 4.00 84.00 300.00 766.33 1,206.01 15+00 1.00 2.00 26.00 300.00 611.11 1,817.12 18+00 1.00 2.00 26.00 305.00 293.70 2,110.82 eb 3.00 0.00 0.00 10.00 4.81 2,115.64 totals 1,152.50 2,115.64

Measurement by linear foot, use 1,150lf sb = sand berm eb = eastern boundary c/l sb to sb toe (assume el 0.0) = 12.5 + 2.5(8) = 32.5 feet distance from 9+00 to c/l sb is 250 ft.

distance from sb toe to 9+00 = 250 - 32.5 = 217.5 ft input values estimated values

W912P8-16-B-0039

CLAY DIKE - SOUTH SIDE QUANTITIES

Crown Elevation

Cumm Volume (cy) sb slope 2.50 0.00 clay crown 2.25 0.75 6.00 2.00 sb toe 0.00 3.00 51.00 18.00 17.00 17.00 9+00 0.20 2.80 45.36 197.50 352.43 369.43 12+00 -1.60 4.60 107.64 300.00 850.00 1,219.43 15+00 -0.30 3.30 60.06 300.00 931.67 2,151.09 18+00 0.50 2.50 37.50 310.00 560.07 2,711.16 eb 3.00 0.00 0.00 65.00 45.14 2,756.30 totals 1,192.50 2,756.30

Measurement by linear foot, use 1,200lf c/l sb to sb toe (assume el 0.0) = 12.5 + 2.5(8) = 32.5 feet distance from 9+00 to c/l sb is 230 ft.

distance from sb toe to 9+00 = 230 - 32.5 = 197.5 ft input values estimated values

W912P8-16-B-0039

SAND FILL QUANTITY

-4 Sand Fill Elevation

Cumm Volume (cy) sb slope -4.00 0.00 sb toe -4.00 1271.72 64.00 1,507.22 1,507.22 9+00 1271.72 107.50 5,063.33 6,570.55 12+00 2098.48 300.00 18,723.33 25,293.89 15+00 1437.27 300.00 19,643.06 44,936.94 18+00 991.19 305.00 13,716.30 58,653.24 eb 10.00 183.55 58,836.80 totals 1,086.50 58,836.80

Measurement by in place quantity.

Sand berm constructed to 2.5 on 1v:8h slopes Sand fill constructed to elevation (-)4.0 sand fill begins 6.5ft x 8 = 52 feet from edge of sand berm crown

12.5 + 52 + 64 = 128.5 236 - 128.5 = 107.5

Sand berm is 25 ft wide.

centerline berm to 9+00 = 236 feet.

elevation near sand berm toe is approx (-)12.

(-)4.0 - (-)12.0 = 8 feet 8 feet with 1:8 slope = 64 feet

Fill 58,836.80 Berm 19,120.99 total 77,957.79

W912P8-16-B-0039

Measurement by in place quantity.

Sand berm constructed to 2.5 on 1v:8h slopes Clay fill constructed to elevation (+)1.0 clay fill begins 1.5ft x 8 = 12 feet from edge of sand berm crown

12.5 + 12 + 40 = 64.5 236 - 64.5 = 171.5

Sand berm is 25 ft wide.

centerline berm to 9+00 = 236 feet.

(+)1 - (-)4.0 = 5 feet 5 feet with 1:8 slope = 12 feet

85% 48743.1 115% 65946.54

CLAY FILL QUANTITY

1 Clay Fill Elevation

Cumm Volume (cy) sb slope 1.00 0.00 sb toe 1.00 1311.61 40.00 971.56 971.56 9+00 1311.61 171.50 8,331.15 9,302.72 12+00 1575.01 300.00 16,036.78 25,339.49 15+00 1298.96 300.00 15,966.50 41,305.99 18+00 1491.79 305.00 15,762.57 57,068.56 eb 10.00 276.26 57,344.82 totals 1,126.50 57,344.82

TOP SOIL FILL QUANTITY

3 Top Soil Fill Elevation

Crown Width Slope Run

Station Existing Elevation (ft)

Lift (ft)

EA

(sf)

Distance (ft)

Volume (cy)

Cumm Volume (cy) sb slope 3.00 0.00 sb toe 3.00 778.55 0.00 0.00 0.00 9+00 778.55 203.50 5,867.96 5,867.96 12+00 782.71 300.00 8,673.67 14,541.63 15+00 764.27 300.00 8,594.33 23,135.96 18+00 801.33 305.00 8,842.74 31,978.70 eb 10.00 148.39 32,127.10 totals 1,118.50 32,127.10

Measurement by in place quantity.

sb = sand berm eb = eastern boundary

Sand berm constructed to 2.5 on 1v:8h slopes

Top Soil fill constructed to elevation (+)3.0 top soil fill begins 0.5ft x 8 = 4 feet from edge of sand berm crown

12.5 + 4 + 16 = 128.5 236 - 32.5 = 203.5

Sand berm is 25 ft wide.

centerline berm to 9+00 = 236 feet.

(+)3.0 - (+)1.0 = 2 feet 2 feet with 1:8 slope = 16 feet area area thickness volume

8.5 370260 2 27,426.67 perimetr 2986 area 6 sf volume 663.5556 total 28,090.22

85% 23876.69 115% 32303.76

(End of Summary of Changes)

W912P8-16-B-0039