W912P824B0050 Am_0003.pdf

PDF 12 MB Posted Aug 30, 2024

Attached to: New Orleans To Venice, Non-Federal Levee, Mitigation Project, Fritchie Marsh, St. Tammany Parish, LA (ED 20-030)
Solicitation number: W912P824B0050
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Written by GovTribe AI · Aug 31, 2024

This document is Amendment 0003 to Solicitation W912P824B0050 for the New Orleans to Venice, Non-Federal Levee, Mitigation Project in Fritchie Marsh, St. Tammany Parish, Louisiana. The project involves wetland restoration through borrow dredging and placement of material to create a marsh platform. Key details include:

The work requires construction of retention dikes, surveys, and all operations incidental thereto. Degrading of dikes and additional excavation will be required after construction of the marsh platform. The magnitude of construction is between $25,000,000 and $100,000,000. The procurement is unrestricted with a NAICS code of 237990. The contracting agency is the U.S. Army Corps of Engineers, New Orleans District.

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Other files

File	Type	Posted
W912P824B0050 - REVISED IGE - Bid Abstract.pdf	PDF	Sep 24, 2024
W912P824B0050 Bid Abstract (1).pdf	PDF	Sep 18, 2024
Am_0005 - Update Wage Rates.pdf	PDF	Sep 13, 2024
Am_0004 - Extend Bid opening.pdf	PDF	Sep 9, 2024
A21. W912P824B0050 Amendment 0002.pdf	PDF	Aug 22, 2024
A21. W912P824B0050 Amendment 0001.pdf	PDF	Aug 15, 2024
A21. Solicitation Package W912P824B0050.pdf	PDF	Aug 9, 2024

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ED 20-030

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

The above numbered solicitation is hereby amended to respond to contractor questions as shown on the following pages.

The Contract Specialist for this solicitation is changed to Lauren Gandolfi. Updated Bid Submission Instructions are attached. All correspondence for this solicitation shall be sent to the attention of Lauren Gandolfi at lauren.a.gandolfi@usace.army.mil.

BID OPENING DATE AND TIME REMAIN UNCHANGED.

1. CONTRACT ID CODE PAGE OF PAGES

1 189

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

16C. DATE SIGNED

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 W912P824B0050

X 9B. DATED (SEE ITEM 11)

09-Aug-2024

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 is extended, X 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 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.

A0003

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Aug-2024

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

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:

INSTRUCTIONS TO BIDDERS

SOLICITATION NUMBER: W912P824B0050

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC COMMERCE (EMAIL) OR BY

2) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT THE BID SUBMITTAL TO ONE OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids/Proposals (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

Lauren.A.Gandolfi@usace.army.mil

AND

Christopher.M.Nuccio@usace.army.mil

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION NUMBER IN THE SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

NOTE: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely. Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid. Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time. See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

- Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

- Send multiple emails. Label each email with same subject line and indicate number of emails.

For example: Smith Construction W912P824BXXXX (1 of 2) Smith Construction W912P824BXXXX (2 of 2).

mailto:Lauren.A.Gandolfi@usace.army.mil mailto:Christopher.M.Nuccio@usace.army.mil

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid.

Traffic onto the New Orleans District campus may be delayed by trains blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See FAR 14.304(b)(1)(ii) and (c).

In accordance with current Security procedures at the District, any bidder hand carrying bids must notify the contract specialist and contracting officer no later than the day before the bid opening via email that they intend to submit their bid in person. Security will be notified of the expected time of the visit. For this bid opening, please notify:

Lauren.A.Gandolfi@usace.army.mil

AND

Christopher.M.Nuccio@usace.army.mil

Bid Opening:

The Bid Opening is currently scheduled for Tuesday, 10 September 2024 at 1:00 PM local time. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM local time, which is the bid submission receipt cutoff time. All bids received after 10:00 AM local time on Tuesday, 10 September 2024, will be considered late.

Audio Teleconference Bid Opening Information:

The audio teleconference number for the bid opening at 1:00 PM CST is:

Join by phone:

+1-844-800-2712 US Toll Free Access code: 1998 53 3052 https://usace1.webex.com/meet/christopher.nuccio

Following the conclusion of the bid opening, in accordance with FAR 14.403(b), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

mailto:Christopher.M.Nuccio@usace.army.mil

Questions and Answers

1. Section 35 20 23.00 12, Page 11, Paragraph 3.1.2 states the Contractor may be required to throttle down to maximize filling or shut down dredging to allow areas to drain in order to obtain the required elevation. Based on the solicitation, the contractor is required to fill the area to the lines and grades specified in the contract drawings;

therefore, it is the contractor’s responsibility to determine means and methods and not be dictated by the solicitation. If changes to the specifications will not be made, how will the contractor be paid for the time required to shut down? Please consider adding an hourly standby rate as a line item to cover time spent on standby due to the direction of the Contracting Officer.

The contractor’s understanding of the requirements and responsibilities is accurate.

Construction of the marsh creation platform will determine the use and operation of the dredge. The contractor will be expected to utilize the dredge in such a way as to accomplish construction of the marsh platform in accordance with the requirements of the P&S. As such, throttling of the dredge will not be dictated by the Government and standby will not be compensated separately.

2. Section 31.23.00.00 20, Page 2, Paragraph 1.1 states the optional work of excavating trenasses and degrading of the dikes may take place immediately or several months after completion of filling operations.

a. When will the contractor be notified if the options are awarded?

Minimum three days prior to the end of the contract per FAR 52.217-7 Option For Increased Quantity-Separately Priced Line Item. Coordination between USACE and the contractor near the end of dredging will make the field determination if execution of the option items is advisable.

b. If the options are awarded and the contractor is demobilized from the site before degrading and excavation is needed, will the contractor be paid a second mobilization? Please consider adding a mobilization and demobilization line item to the bid form for the optional work if the contractor will be required to remobilize after initial demobilization.

See line item ‘0008 Additional Mobilization and Demobilization – OW’ currently listed on the bid sheet.

c. What will be the determining factor for when the excavation of trenasses and degrading of dikes will be needed?

Platform drainage and consolidation will be considered to determine if a trenasse can be excavated without sloughing of adjacent platform fill into the cut or if dikes can be degraded without loss of dredge fill material.

d. What will be the time duration between the completion of the marsh fill and the excavation of the trenasses?

Expected to be contiguous with dredge fill with a possibility to gap NTP on the option items base on field observations and coordination.

e. If the contractor is demobilized after completing the marsh fill scope of work, how much time will the contractor have to remobilize before trenasses are required to be excavated?

Within the listed OW durations, 95 days if executed.

3. Will equipment access and unloading be allowed from the parking lot, off Chef Menteur Highway, that was utilized for the New Zydeco Marsh Creation Project?

No. Access to the Fritchie Marsh project will be from the specified location along Old Spanish Trail and through Little Lagoon.

4. Section 31 23 00.00 20 Page 3 states all material removed from trenasse excavation shall be pushed and/or hauled and used as fill for any remainder low spots within the platform or spread out within the area. Should the contractor be unable to locate adequate trenasse spoil within the marsh platform, material shall be hauled to the edge of the degraded dike and placed not to exceed maximum fill elevation or extend beyond existing project limits. The plans and specs also state the trenasse may be field fitted to tie into naturally occurring tidal pools within the platform.

Access to the project with equipment that can be used to haul material will not be safe or economical. It is expected that the trenasse will likely be field adjusted, as it will be difficult to determine naturally occurring tidal pools, low spots, etc during bidding.

Because of this, determining the distance required to move the material will not be quantifiable. Can this specification be revised to include distributing the material within the immediate vicinity of the trenasse alignment and placing the material adjacent to the trenasse with a given tolerance?

As the trenasses will be field adjusted to intercept lower tidal pools, it is anticipated that material generated from construction of the trenasses can be spread immediately adjacent to trenasses as long it does not exceed the allowable elevation and specified tolerances.

5. Will the Government please specify the anticipated date the contract will be awarded?

Award is anticipated before the end of the Fiscal Year, 30 September 2024.

6. Will the Government please specify the anticipated date NTP will be awarded?

Notice to Proceed is expected to be issued following the approval of required Performance and Payment Bonds.

7. Due to the complexity of the project, we respectfully request a two-week extension to the bid date and question deadline to allow Contractor’s adequate time to respond.

The Government cannot accommodate this request.

8. Will the Government please provide XYZ survey data of the borrow area and marsh areas?

The requested survey data is available for distribution. See Enclosure 1 included in this amendment for data combined in pdf format. XYZ data can be provided in ASCII file format separately upon request via email at Lauren.A.Gandolfi@usace.army.mil.

9. Will the Government please provide sieve curves and N values for the currently provided borings?

The requested geotechnical data is available for distribution. See Enclosure 2 in this amendment.

10. Per the note on page 2 of the solicitation, “all work under these specifications shall be performed in accordance with the provisions of EM 385-1-1 dated November 2014”; however, per Section 01100, paragraph 2, “the safety provisions as specified herein refer to the USACE Safety and Occupational Health Requirements EM 385-1-1 dated 15 March 2024”.

a. Can the Government please clarify which version of the EM 385-1-1 will apply?

The 15 March 2024 EM 385-1-1 is the correct reference. The note will be revised with this response.

11. Section 01 35 26, paragraph 1.7.4.1 B states “For a project involving multiple work shifts, provide a minimum of a Level One SSHO for each additional shift.”

a. Will the Government please revise this spec to include the previous EM 385-1-1 language: “When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO and shall be on the project site at all times when work is being performed.”?

The 2024 EM 385-1-1 provisions referenced in the specification is the current standard.

Revisions cannot be made to incorporate the requested language referenced from the

2014 EM 385-1-1.

12. Section 35 20 23.00 12, paragraph 1.2.3 states “For the purpose of acceptance, completed work will be defined as the areas of cut established by the dredges swing width, and the length of each cut (1,200 feet as indicated on the drawings).”

a. Will the Government please remove the language “1,200 feet as indicated on the drawings”?

The intent is that the contractor begins at one corner and exhausts all available borrow across the width of the entire pit. The 1200 feet as indicated in the drawings will not be removed.

13. Section 35 20 23.00 12, paragraph 1.2.3 states “The Contractor shall exhaust each defined acceptance reach prior to advancing to the next cut.”

a. Can the Government please clarify what is meant by exhausting a reach?

The intent is that the contractor begins at one corner and exhausts all available borrow across the width of the entire pit.

b. Is the Contractor required to dredge to the borrow pit design depth of -19ft?

The intent is that the contractor begins at one corner and exhausts all available borrow across the width of the entire pit.

14. Section 35 20 23.00 12, paragraph 3.1.3 states “The maximum allowable depth of cut for the lake borrow is -19.0’ NAVD88” as well as “the cutterhead depth [shall be] adjusted to best achieve the desired target elevation and allowable tolerance.”

a. Can the Government please specify the target elevation depth and allowable tolerance for the borrow pit in the above referenced spec?

Target elevation in the borrow pit is -19’ NAVD88, no tolerance is allowed below the target elevation of -19’ NAVD88. Materials left above -19’ NAVD88, although minimized by the contractor, will not be mandated for a second pass of the dredge.

b. What is the permitted depth of the borrow area?

The borrow area shall be excavated to an elevation of -19.0’ NAVD88.

15. Section 35 20 23.00 12, paragraph 3.3.2 states “The specific chart relating to this project can be found at: http://www.charts.noaa.gov/OnLineViewer/11339.shtml”, however that link is to a Calcasieu ENC chart.

a. Can the Government please provide the correct link?

Chart number 11369 was recently inactivated. Historical information can be accessed from the link below. The last update was in June 2024.

https://www.historicalcharts.noaa.gov/image.php?filename=11369-6-2024

Follow this link to gain access to additional data for active charts in Louisiana:

https://www.charts.noaa.gov/RNCs/RNCs.shtml

16. Section 01 45 04.00 10, paragraph 3.4.4 states “In addition to the above experience and education requirements the CQC System Manager and alternate shall have completed the course entitled ‘Construction Quality Management for Contractors’ within the past three (3) years.”

a. Will the Government please remove the language “within the past (3) years”, since the “Construction Quality Management for Contractors” certification lasts five years?

No, current language will remain to ensure certification throughout the entire duration http://www.charts.noaa.gov/OnLineViewer/11339.shtml https://www.historicalcharts.noaa.gov/image.php?filename=11369-6-2024 https://www.charts.noaa.gov/RNCs/RNCs.shtml of the contract.

17. Section 35 20 23.00 12, paragraph 1.3.2.1 states “Monthly progress payments will be made based on the actual borrow quantity removed and properly placed within the marsh creation area as approved by the Contracting Officer determined using ‘before dredging’ surveys and ‘after dredging’ surveys.”

a. Can the Government please define the meaning of “properly placed within the marsh creation area”?

Material deposited to the required construction fill elevation of +2.5, and in accordance with Section 35 20 23.00 12, DREDGING, Paragraph 3.4.1, Marsh Creation Area, will be considered properly placed.

b. Can the Government please clarify that the calculation of pay quantity of dredged material for CLIN 0004AA and 0004AB will be calculated based on material removed from the borrow area above the target depth of -19.0’ NAVD88?

Basis of payment for CLIN 0004 is the difference between before dredging and after dredging section with the exception that no material dredged below elevation -19’ NAVD88 will be included for payment. See section 35 20 23.00 12, DREDGING, Paragraph 1.2.2 Quantity Computations.

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#V23 INTERSECTION OF INTERSTATE 10 AT GAUSE BLVD. IN SLIDELL, LA., PROCEED

#V24 WEST ON GAUSE BLVD FOR 1.3 MILES, THEN TURN RIGHT ON ROBERT BLVD. AND

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#V27 THE TOP OF A CONCRETE POST (MONUMENT), STAMPED 52V075 RESET 1982. THE

#V28 MONUMENT IS LOCATED 97 FT. NORTH OF POWER POLE 49312 59174, 32 FT. EAST

#V29 OF THE CENTERLINE OF ROBERT BLVD., 25.7 FT. NORTH OF THE O IN DOTD ON A

#V30 STORM DRAIN INLET ON THE EAST CURB OF THE ROAD, SET 9.6 FT. WEST OF A

#V31 6 FT CHAIN LINK FENCE, THERE IS A CARSONITE WITNESS POST AT THE FENCE

#V32 LINE, 4.0 FT. NORTHWEST OF A ROAD SIGN-NORTH LA 1091, AND SET 0.4 FT.

#V33 BELOW THE GROUND LEVEL.

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#V27 A COPPER COATED ROD DRIVEN TO A DEPTH OF 96 FT., ENCASED IN A 4 INCH IRON

#V28 PIPE WHICH IS 1.0 FT. BELOW THE SURFACE OF THE GROUND, STAMPED A 193

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#V27 ON A OLD ROAD FOR APPROXIMATELY 265 FT., TO THE MONUMENT APPROXIMATELY

#V28 142 FT ON THE RIGHT SIDE OF THE ROAD. THE MONUMENT IS A USC&GS TRIANGULAR

#V29 SURVEY MARK SET IN CONCRETE, STAMPED PIKE 1931 1952. THE MONUMENT IS

#V30 LOCATED 5 FT. EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 60 FT. SOUTH/

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#V32 TRIPLE TRUNK LIVE OAK TREE, SET FLUSH WITH THE GROUND.

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#V05 GOOD

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#V22 SOUTHEAST OF SLIDELL, LA. TO REACH THE MONUMENT FROM THE INTERSECTION OF

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#V26 CANAL. THE STATION IS A US ARMY CORPS OF ENGINEERS BRONZE SURVEY DISK

#V27 EPOXIED TO THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE, SET FLUSH WITH

#V28 THE NORTH EDGE, STAMPED FRITCHIE 2020 20-016C. THE MONUMENT IS LOCATED

#V29 1.7 FT. EAST OF THE WEST END OF THE CONCRETE ABUTMENT, 18 FT. WEST OF THE

#V30 CENTERLINE OF OLD SPANISH TRAIL (HIGHWAY 433), 25.4 FT. SOUTHEAST OF A

#V31 NEW POWER POLE. THERE IS A YELLOW CIRCLE OF PAINT AROUND THE SURVEY DISK.

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;--------------------------BEGIN CENTERLINE PROFILE---------------------------

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21384,614857.36,3763465.01,-8.80,SND

21385,614872.15,3763485.94,-8.80,SND

21386,614891.01,3763503.03,-8.70,SND

21387,614907.92,3763521.56,-8.80,SND

21388,614922.71,3763542.11,-8.70,SND

21389,614939.75,3763560.72,-8.70,SND

21390,614960.10,3763575.53,-8.60,SND

21391,614979.61,3763591.30,-8.70,SND

21392,614999.74,3763606.02,-8.80,SND

21393,615018.71,3763622.38,-8.80,SND

21394,615036.42,3763640.09,-8.70,SND

21395,615052.94,3763658.69,-8.70,SND

21396,615068.00,3763679.48,-8.70,SND

21397,615083.83,3763699.17,-8.80,SND

21398,615100.09,3763718.41,-8.70,SND

21399,615118.71,3763734.97,-8.80,SND

21400,615140.71,3763748.24,-8.70,SND

21401,615161.10,3763763.17,-8.70,SND

21402,615180.65,3763778.86,-8.70,SND

21403,615199.00,3763795.37,-8.60,SND

21404,615217.98,3763811.80,-8.70,SND

21405,615237.88,3763827.36,-8.70,SND

21406,615257.29,3763843.07,-8.60,SND

21407,615274.93,3763860.85,-8.60,SND

21408,615291.24,3763879.94,-8.60,SND

21409,615309.60,3763896.92,-8.60,SND

21410,615330.12,3763911.81,-8.70,SND

21411,615349.64,3763927.44,-8.70,SND

21412,615367.15,3763944.99,-8.70,SND

21413,615382.38,3763965.31,-8.70,SND

21414,615397.09,3763986.55,-8.70,SND

21415,615413.66,3764005.55,-8.70,SND

21416,615435.36,3764018.88,-8.80,SND

21417,615456.20,3764032.90,-8.60,SND

21418,615485.41,3764038.07,-8.60,SND

21419,615507.71,3764050.45,-8.80,SND

21420,615525.56,3764068.18,-8.70,SND

21421,615543.11,3764086.00,-8.60,SND

21422,615559.75,3764105.03,-8.60,SND

21423,615577.12,3764122.79,-8.70,SND

21424,615595.02,3764140.58,-8.80,SND

21425,615612.23,3764158.71,-8.70,SND

21426,615630.42,3764175.95,-8.60,SND

21427,615649.73,3764191.93,-8.70,SND

21428,615667.65,3764209.30,-8.70,SND

21429,615685.43,3764226.90,-8.70,SND

21430,615704.15,3764243.15,-8.60,SND

21432,615729.12,3764263.64,-8.60,SND

21433,615731.85,3764298.06,-8.50,SND

21434,615746.54,3764318.84,-8.60,SND

21435,615776.04,3764323.71,-8.60,SND

21436,615799.96,3764334.72,-8.60,SND

21437,615821.88,3764347.66,-8.60,SND

21438,615841.07,3764363.55,-8.60,SND

21439,615858.23,3764381.85,-8.80,SND

21440,615873.90,3764401.91,-8.60,SND

21441,615891.00,3764420.36,-8.80,SND

21442,615909.96,3764436.46,-8.60,SND

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21444,615949.65,3764467.09,-8.60,SND

21445,615971.43,3764480.36,-8.70,SND

21446,615989.16,3764498.04,-8.60,SND

21447,616004.18,3764518.64,-8.50,SND

21448,616021.76,3764536.60,-8.60,SND

21449,616040.98,3764552.40,-8.70,SND

21450,616063.43,3764565.20,-8.60,SND

21451,616083.42,3764580.45,-8.60,SND

21452,616099.46,3764599.62,-8.70,SND

21453,616116.09,3764618.52,-8.60,SND

21454,616132.91,3764637.40,-8.70,SND

21455,616150.91,3764654.62,-8.60,SND

21456,616169.63,3764671.31,-8.70,SND

21457,616188.85,3764687.49,-8.60,SND

21458,616206.00,3764705.69,-8.70,SND

21459,616220.79,3764726.27,-8.70,SND

21460,616231.77,3764751.62,-8.60,SND

21461,616243.88,3764775.50,-8.70,SND

21462,616260.18,3764794.46,-8.60,SND

21463,616283.21,3764806.23,-8.50,SND

21464,616305.83,3764818.71,-8.60,SND

21465,616327.09,3764832.60,-8.60,SND

21466,616346.04,3764848.82,-8.70,SND

21467,616362.98,3764867.30,-8.60,SND

21468,616381.29,3764884.63,-8.60,SND

21469,616399.38,3764901.50,-8.60,SND

21470,616417.08,3764919.60,-8.60,SND

21471,616435.83,3764936.11,-8.60,SND

21472,616457.65,3764949.19,-8.70,SND

21473,616479.58,3764962.22,-8.70,SND

21474,616500.08,3764976.55,-8.50,SND

21475,616521.53,3764990.25,-8.50,SND

21476,616541.98,3765005.04,-8.60,SND

21477,616560.25,3765022.29,-8.50,SND

21478,616580.04,3765037.34,-8.60,SND

21479,616600.30,3765052.47,-8.60,SND

21480,616619.69,3765068.46,-8.70,SND

21481,616636.26,3765086.99,-8.60,SND

21482,616652.41,3765106.38,-8.60,SND

21483,616669.79,3765124.70,-8.60,SND

21484,616686.41,3765143.45,-8.60,SND

21485,616703.83,3765161.57,-8.60,SND

21486,616720.65,3765179.98,-8.70,SND

21487,616737.91,3765198.04,-8.70,SND

21488,616756.35,3765215.15,-8.60,SND

21489,616776.28,3765230.17,-8.70,SND

21490,616797.16,3765244.69,-8.60,SND

21491,616817.24,3765259.53,-8.60,SND

21492,616833.67,3765278.92,-8.60,SND

21493,616849.44,3765298.75,-8.50,SND

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21495,616880.12,3765339.06,-8.60,SND

21496,616897.47,3765357.45,-8.70,SND

21497,616915.88,3765374.04,-8.70,SND

21498,616936.17,3765388.77,-8.60,SND

21499,616956.39,3765404.12,-8.60,SND

21500,616976.35,3765419.27,-8.60,SND

21501,616997.37,3765433.26,-8.60,SND

21502,617018.47,3765447.40,-8.60,SND

21503,617037.87,3765462.99,-8.60,SND

21504,617056.88,3765479.35,-8.70,SND

21505,617075.93,3765495.76,-8.60,SND

21506,617096.05,3765510.59,-8.70,SND

21507,617115.85,3765526.05,-8.60,SND

21508,617131.22,3765546.09,-8.60,SND

21509,617147.46,3765565.32,-8.60,SND

21510,617165.87,3765582.40,-8.60,SND

21511,617184.86,3765598.43,-8.60,SND

21512,617204.32,3765614.28,-8.70,SND

21513,617224.15,3765629.58,-8.50,SND

21514,617242.59,3765646.73,-8.60,SND

21515,617261.29,3765663.03,-8.50,SND

21516,617278.46,3765681.40,-8.60,SND

21517,617296.63,3765698.67,-8.70,SND

21518,617315.67,3765715.10,-8.70,SND

21519,617334.42,3765731.62,-8.60,SND

21520,617352.03,3765749.54,-8.60,SND

21521,617369.70,3765766.90,-8.60,SND

21522,617386.98,3765784.97,-8.60,SND

21523,617404.44,3765802.82,-8.60,SND

21524,617422.19,3765820.91,-8.60,SND

21525,617439.58,3765838.68,-8.60,SND

21526,617456.30,3765857.29,-8.70,SND

21527,617475.52,3765873.65,-8.60,SND

21528,617495.34,3765889.00,-8.70,SND

21529,617514.04,3765905.44,-8.60,SND

21530,617532.97,3765921.75,-8.70,SND

21531,617551.79,3765938.30,-8.70,SND

21532,617569.88,3765955.47,-8.60,SND

21533,617588.55,3765972.17,-8.50,SND

21534,617606.89,3765989.01,-8.70,SND

21535,617626.16,3766004.98,-8.60,SND

21536,617645.98,3766020.49,-8.60,SND

21537,617665.95,3766035.75,-8.60,SND

21538,617686.94,3766049.82,-8.60,SND

21539,617707.39,3766064.26,-8.60,SND

21540,617725.59,3766081.43,-8.50,SND

21541,617743.53,3766099.14,-8.60,SND

21542,617761.50,3766116.33,-8.60,SND

21543,617779.25,3766134.22,-8.60,SND

21544,617795.64,3766153.35,-8.60,SND

21545,617812.32,3766172.00,-8.60,SND

21546,617829.56,3766190.15,-8.50,SND

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21548,617865.20,3766225.31,-8.60,SND

21549,617882.58,3766243.24,-8.60,SND

21550,617902.02,3766258.99,-8.50,SND

21551,617922.55,3766273.93,-8.60,SND

21552,617943.93,3766287.53,-8.60,SND

21553,617964.97,3766301.23,-8.50,SND

21554,617984.71,3766316.81,-8.60,SND

21555,618003.57,3766333.48,-8.50,SND

21556,618021.26,3766350.77,-8.50,SND

21557,618037.68,3766370.15,-8.50,SND

21558,618054.13,3766389.08,-8.60,SND

21559,618071.28,3766407.32,-8.60,SND

21560,618086.73,3766427.68,-8.60,SND

21561,618105.08,3766444.45,-8.60,SND

21562,618123.84,3766461.06,-8.60,SND

21563,618142.28,3766477.99,-8.50,SND

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21565,618184.26,3766506.32,-8.60,SND

21566,618205.39,3766519.93,-8.60,SND

21567,618225.24,3766535.49,-8.50,SND

21568,618244.43,3766551.31,-8.50,SND

21569,618262.58,3766568.77,-8.60,SND

21570,618279.25,3766587.49,-8.70,SND

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21572,618310.43,3766627.75,-8.60,SND

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21577,618406.81,3766707.26,-8.50,SND

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21580,618459.89,3766760.50,-8.50,SND

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21583,618513.74,3766812.77,-8.60,SND

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21585,618550.36,3766846.75,-8.50,SND

21586,618568.58,3766864.08,-8.40,SND

21587,618586.73,3766881.04,-8.50,SND

21588,618605.32,3766897.69,-8.50,SND

21589,618623.67,3766914.74,-8.50,SND

21590,618641.11,3766932.63,-8.50,SND

21591,618658.67,3766950.41,-8.40,SND

21592,618678.56,3766966.08,-8.50,SND

21593,618699.19,3766980.55,-8.50,SND

21594,618720.52,3766993.92,-8.60,SND

21595,618741.64,3767008.03,-8.40,SND

#H01 016CBAP2.EM

#H02 01/27/2020 #H03 +-0.20

#H04 NAD83

#H05 20-016C

#H06 FEET

#H07 1702

#H08 SLIDELL

#H09 Chustz Surveying, Inc.

#H12 1.0

#H13 ST. TAMMANY

#H15 W912P8-20-D-0001

#H16 NA2011

#H17 +-0.25 #H20 NOV NFL Mitigation Project Fritchie Marsh (ED-20-030) #H30 Borrow Area Profile CS-13