A.04__Amendment_0004.pdf

PDF 3 MB Posted Aug 29, 2019

Attached to: West Shore Lake Pontchartrain, Risk Reduction Project, Bonnet Carre Stockpile, St. Charles Parish, Louisiana (ED-19-007)
Solicitation number: W912P819B0045
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Amendment 0004 provides the Government Responses to the Industry Questions

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File	Type	Posted
A.21__Amendment_0008_Cancellation_of_IFB_20191909.pdf	PDF	Sep 19, 2019
C.04__W912P819B0045_Signed_Abstract.pdf	PDF	Sep 12, 2019
A.01__Amendment_0007_09_Sep_2019_WSLP.pdf	PDF	Sep 9, 2019
A.01_Amendment_0006.pdf	PDF	Sep 6, 2019
A.01__Amendment_0005.pdf	PDF	Sep 5, 2019
SF24_(Exp._Date_Aug_2022).pdf	PDF	Sep 4, 2019
Amendment_0003_19B0045.pdf	PDF	Aug 27, 2019
Page_3_-_19B0045_Solicitation_Package.pdf	PDF	Aug 26, 2019
A21_-W912P819B0045_AM0004.pdf	PDF	Aug 26, 2019
A.01__Amemdment_0002_(19B0045).pdf	PDF	Aug 23, 2019
A.02__Amendment_0001_package.pdf	PDF	Aug 12, 2019
W912P819B0045_Solicitation_Package.pdf	PDF	May 8, 2019

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ED-19-007

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 purpose of Amendment 0004 is to provide the follow ing:

1) Government Responses to the Industry Questions.

2) The solicitation close date has not changed, it is 09 Sep 2019 at 1100hrs.

3) The location for the Bid Opening is the follow ing:

U.S. Army Corps of Engineers, New Orleans District Office 7400 Leake Avenue, Conference Room 328 New Orleans, LA 70118

4) The follow ing documents are attached as part of this amendment: SF 24 Bid Bond, Exhibit D-2, and Stockpile Cross Section Draw ings.

1. CONTRACT ID CODE PAGE OF PAGES

1 10

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

16C. DATE SIGNED

BY 29-Aug-2019

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 W912P819B0045

X 9B. DATED (SEE ITEM 11)

06-May-2019

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 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

29-Aug-2019

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:

W912P819B0045

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - SF 30 CONTINUATION

The contractor period of performance end date has decreased by 50 days from 370 days to 320 days.

The following have been added by full text:

GOVERNMENT RESPONSES

Government Responses to Industry Questions for the:

West Shore Lake Pontchartrain, Louisiana Hurricane and Storm Damage Risk Reduction Project Bonnet Carre Stockpile Contract 1 St. Charles Parish, Louisiana Solicitation No. W912P819B0045 Amendment 0004

1. Is railroad insurance required?

Government Response: No.

2. Section 00010, page 4, note 7 (a) and (b) states contract duration of 320 calendar days.

Standard Form 1442, paragraph 11 states contract duration of 370 calendar days. Please clarify.

Government Response: The original contract duration is changed from 370 calendar days to 320 calendar days.

3. Bid Bond form provided in specifications is expired. Please provide updated form.

Government Response: Please see Attachment (1)_SF24(REV.AUG 2016).

4. Specification section 01 57 23.00 12, pages 2 thru 7 reference permit number LAR100000.

Permit number LAR200000 has been provided at the end of the section. Please clarify.

Government Response: Please see Attachment (2), page 16.

5. Specification section 32 12 16.00 12, paragraph 2.3.3 references binder course. Paragraph

3.7.1 of the same section references wearing course. Please clarify.

Government Response: Please see Attachment (2), page 2, SECTION 32 12 16.00 12.

6. Is the “U.S. Army Corps of Engineers, New Orleans District Current Small Business Program Target Percentages FY2018” table applicable for this project as this project is a Small Business Set-Aside? Please clarify.

Government Response: Yes.

7. Regarding the table mentioned in question 6 above, the note states “The above figures are subject to change. Contact the New Orleans District Small Business Office for further information”. Will any changes made?

Government Response: The below figures are subject to change. Contact the New Orleans District Small Business Office for further information, as stated on page 23 of the solicitation.

8. Regarding the table mentioned in question 6 above, will the contractor be required to meet these target percentages?

Government Response: These goals are applicable to all the Contractor’s construction work performed in the covered area. If the Contractor performs construction work in the geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed.

9. If the Optional Work Items are to be exercised, how many calendar days from NTP does the Government anticipate this to take place?

Government Response: The Government may exercise the Optional Work Items at any point during the original contract duration.

10. Does the sand overburden stockpile pit need to be dewatered prior to placing any material in?

Government Response: No.

11. Will any type of erosion control features, such as silt fence, be required around the Hwy 61 Stockpile as it is located outside of the spillway?

6.28%

U.S. Army Corps of Engineers, New Orleans District Current Small Business Program Target Percentages

FY2018

SUBCONTRACTING %'s

51.57%

16.00%

7.78%

16.00%

Women-Owned Small Business (WOSB/EDWOSB)

HUBZone Small, Business (HUBZone)

Small Business (SB)

Small Disadvantaged Business (SDB)

Service-Disabled Veteran Small Business (SDVOSB)

Government Response: If silt fencing is required at the Hwy 61 Stockpile location, an equitable adjustment will be made pursuant to the Contract Clause in Section 00700, entitled

CHANGES (FAR 52.243.4).

12. Borrow pit bottom cut elevations have been provided on sheet C-02. Please provide the existing ground elevation.

Government Response: Ground elevations at the time the borings were taken are shown on Drawings B-02 – B-13. As listed on each of the boring drawings, “ground elevations and overburden materials/depths shown herein may not reflect current conditions”. Current existing ground elevations will not be provided by the Government and should be obtained by your company if so desired.

13. Is the contractor required to clear, dike, and develop all areas of Borrow Sites 1A, 1B, 2, and 3, or use only the necessary areas to produce the required material quantities?

Government Response: There are three designated borrow sites within the Bonnet Carre labeled borrow pit 1, borrow pit 2, and borrow pit 3. There are also 2 stockpile sites with the Bonnet Carre labeled as stockpile area 1 and stockpile area 2. All three borrow pits shall be cleared, stripped of overburden, and diked. The Bonnet Carre stockpile area 1 shall be cleared and grubbed in its entirety. The specifications will be updated accordingly in a forthcoming amendment.

14. Is the contractor required to utilize the borrow areas in a specific order?

Government Response: The contractor may choose the order of the pits to excavate from, however no more than two pits can be excavated from at a given time. One pit must be completely exhausted prior to moving to the third pit.

15. In the Synopsis on FedBizOps is states that this is a small business set-aside but on the tab to the right it says N/A. I do not see anything on the solicitation itself. Is this Small Business, or any other Set aside?

Government Response: This is a 100% Small Business Set-Aside.

16. The original solicitation stated that under optional work a location within a 12 mile radius may be identified to have material stockpiled and processed. The Amendment identifies a specific location. Now that the Optional Stockpile area on US 61 has been identified, is there still the possibility/option that another location within the 12 mile radius will be identified and utilized under this contract?

Government Response: No.

17. I represent a client that has a lease to the land that the USACE New Orleans District intents to stockpile on for the above referenced project. My client has not given permission or right of entry or easement on the land for use as a stockpile area.

I respectfully request that you delay the bid opening until such time that this can be sorted out.

Furthermore, my client intends to utilize the land as a borrow site for clay for the West Shore Project having spent over $250,000 on environmental documents, analysis and geotechnical borings.

Government Response: The area shown as the stockpile site that is in question is part of an option to the contract. That option will only be exercised if the non-Federal sponsor provides the government, the Authorization for Entry. If the Authorization for Entry is not provided the contractor will stockpile all of the material in the Bonnet Carre Spillway.

18. Spec 31 24 00.00 12-3.3 states that if road construction at the HWY 61 Stockpile is required, an equitable adjustment will be made pursuant to the CHANGES clause. Does this include all road construction required to improve the existing access road from Hwy. 61 to the stockpile area as the existing road does not meet specification requirements?

Government Response: An equitable adjustment will be made to allow for initial construction of a 30' wide unimproved road. Maintenance costs of this road will be incidental to the stockpiling operations.

19. Spec 31 23 00.00 12-3.3.2 states that the Contractor shall contribute to maintenance of any existing drainage within the Bonnet Carre Floodway limits that benefit its activities. Will the Government perform any maintenance of major existing drainage canals in the spillway subsequent the recent opening of the spillway?

Government Response: Yes.

20. Will the Government perform any repairs to damaged access roads in the spillway to be used for this project prior to work commencing?

Government Response: Yes.

21. Is there any chance that the Corps would consider the NAICS Code of 237990 (Other Heavy and Civil Engineering Construction) which would broaden the number of competitive bids that could be provided.

Government Response: No.

22. Is this project a set aside for small business, or does the NAICS Code and $15,000,000 size apply to work that is subcontracted?

Government Response: Solicitation W912P8-19-B-0045 is 100% Small Business Set- Aside. The North American Industry Classification System (NAICS) Code for this acquisition is 238910, with a small business size standard of $15,000,000.00, in accordance with clause FAR 52.204-8, Annual Representations and Certifications (Oct 2018) in Section 00600 – Representations & Certifications on page 00600-1.

23. Since this is only a stockpile job, with third party testing, can the Superintendent be the Quality Control Manager provided he has the proper training?

Government Response: No.

24. Does the easement on the access road off Route 61 allow widening the haul road?

Government Response: The easement is 40’ wide. The access road may be widened.

25. The sand is reportedly fifteen feet deep along the tree line in Borrow Pits 1 and 2: is there a maximum amount of overburden removal that must be completed for the Job price? Is there a depth where exploration may be stopped?

Government Response: The depths of the pits for required suitable material removal are as shown on the plans. All overburden on all the pits shown on the plans shall be removed to allow removal of suitable clay materials.

26. To fit 1,000,000 cubic yards of sand in the footprint shown on the plans for the Route 61 stockpile, the pile would be 50 feet high: can the footprint be expanded in the easement?

Government Response: It is estimated a 25 foot high stockpile at Hwy 61 will accommodate 1,000,000 cubic yards. In the event the stockpile dimensions must be revised, the footprint may be expanded during construction. Please note the Contract is for stockpiling of clay, not sand.

27. The original solicitation indicated that the offsite stockpile would be within twelve miles:

is the Route 61 Stockpile the only one that will be used, or must we anticipate the possibility of some twelve mile locations?

Government Response: No.

28. Is it possible CLIN 003 will only move 100,000 cubic yards, and the balance of the clay be moved under CLIN 007?

Government Response: Yes, see note 7b of Section 00010 regarding CLIN Item 007.

29. What is the anticipated maximum cumulative volume of clay to be removed from the three pits?

Government Response: See Note 8 of Section 00010. Quantities can be calculated by your company based on the drawings.

30. It usually states on the front page of the solicitation if set-aside for small business or other. While the cover sheet does not show any restrictions and FBO under General Information under Set Aside shows N/A, the synopsis in FBO states 100% Small Business set-aside under

NAICS Code 238910. Additionally, on page 00600-1 of the advertisement, it states the NAICS code for this acquisition is 238910 and the small business size standard is $15,000,000.00. Is this acquisition set-aside and is there a size limitation?? Current small business size standard by NAICS for Code 238910 is $16.5 m and for Code 237990 is $39.5 m.

Government Response: Please see the Government Response to Industry Question number 22. Small Business Size Standard for NAICS Code 238910 from $15M to $16.5M, and NAICS 237990 from $36M to $39.5M are interim change and has not taken effect at this time.

31. Can you please clarify if this project/solicitation has any set aside goals that must be met for the general contractor? We understand that the goals for minority and female participation are as noted in the specifications, but we are asking for clarification on the bidding/award set aside goals.

Government Response: Please see the Government Responses to Industry Questions 6, 7, and 8.

SECTION 00700

Page 00700-6, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Delete this clause in its entirety and substitute the following therefore:

“52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984) The Contractor shall be required to (a) commence work under this contract within 10 (ten) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 320 (three hundred and twenty) calendar days after the date of receipt by Contractor of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)”

SECTION 01 57 23.00 12

1. Page 7, paragraph 3.4, subparagraph (i). Delete this subparagraph in its entirety.

2. Pages 237 through 315 of 390 (PERMIT NO. LAR200000). Delete these pages in their entirety and substitute the attached PERMIT NO. LAR100000 therefore.

SECTION 31 11 00.00 12

1. Page 4, paragraphs 3.2.7.1 and 3.2.7.2. Delete these paragraphs in their entirety and substitute the following therefore:

“3.2.7.1 General

The entire area to be occupied by Stockpile Area 1 together with strips 5-feet wide contiguous thereto, shall be cleared.

3.2.7.2 Borrow Areas

All borrow areas shall be cleared to provide materials free from unsuitable matter as described in Section 31 24 00.00 12 STOCKPILING CLAY FILL, paragraph “Materials”.”

2. Page 5, paragraph 3.3.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.3.3 Borrow Areas

Grubbing of all borrow areas will be required to provide materials free from unsuitable matter as described in Section 31 24 00.00 12 STOCKPILING CLAY FILL, paragraph

SECTION 31 23 00.00 12

Page 4, paragraph 3.1.4. Delete this paragraph in its entirety and substitute the

“3.1.4 Stripping and Stockpiling Operations in Bonnet Carre Floodway Borrow Areas

The Contractor shall remove the sand and any materials specified to be wasted encountered in the borrow area overlying the clay material. The stripped material shall be stockpiled in the areas provided as shown on the contract drawings. The Contractor shall maintain a minimum of 10 feet between the stockpile toe and any excavation.”

SECTION 31 24 00.00 12

Page 5, paragraph 1.4.1. Insert the following after the second sentence:

“If Optional Work is exercised, price and payment for “Additional Clay Processing/Stockpiling – Bonnet Carre – OW” and ”Clay Processing Processing/Stockpiling – Hwy 61 – OW” shall also include maintaining protection dikes around the perimeter of the borrow pit; preparation for stockpiling; dewatering operations necessary for excavation; and moisture control processing.”

SECTION 32 12 16.00 12

1. Page 6, paragraph 2.3.3. Delete this paragraph in its entirety and substitute the

“2.3.3 Superpave Asphaltic Concrete Pavement

The superpave asphaltic concrete binder and wearing course mix shall be Level A and meet all requirements of LSSRB unless otherwise specified herein. The asphaltic concrete mixes shall be designed and tested according to LSSRB 502 and the determination of the optimum asphalt cement content shall be according to TPM TR 303, method A or B.”

2. Page 8, paragraph 3.7.1. Delete this paragraph in its entirety and substitute the

“3.7.1 Placement

The asphaltic concrete pavement shall consist of 9-inches of base course (Class II Stone), 4 inches of superpave asphaltic concrete binder course (Level A) and 4 inches of superpave asphaltic concrete wearing course (Level A). Thicknesses shall be as shown on the drawings. Placing of asphaltic mixtures shall be in accordance with the specified lift thicknesses shown on the drawings and in accordance with LSSRB 502. Asphalt shall be placed and compacted in two (2) 4-inch lifts.”

DRAWINGS

SHEET IDENTIFICATION No. C-03. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No. C-03 therefore.

(End of Summary of Changes)

SECTION 00700

Page 00700-6, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Delete this clause in its entirety and substitute the following therefore:

“52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(End of clause)”

SECTION 01 57 23.00 12

1. Page 7, paragraph 3.4, subparagraph (i). Delete this subparagraph in its entirety.

2. Pages 237 through 315 of 390 (PERMIT NO. LAR200000). Delete these pages in their entirety and substitute the attached PERMIT NO. LAR100000 therefore.

SECTION 31 11 00.00 12

1. Page 4, paragraphs 3.2.7.1 and 3.2.7.2. Delete these paragraphs in their entirety and substitute the following therefore:

“3.2.7.1 General

The entire area to be occupied by Stockpile Area 1 together with strips 5-feet wide contiguous thereto, shall be cleared.

3.2.7.2 Borrow Areas

All borrow areas shall be cleared to provide materials free from unsuitable matter as described in Section 31 24 00.00 12 STOCKPILING CLAY FILL, paragraph

2. Page 5, paragraph 3.3.3. Delete this paragraph in its entirety and substitute the

“3.3.3 Borrow Areas

Grubbing of all borrow areas will be required to provide materials free from unsuitable matter as described in Section 31 24 00.00 12 STOCKPILING CLAY FILL, paragraph

SECTION 31 23 00.00 12

Page 4, paragraph 3.1.4. Delete this paragraph in its entirety and substitute the

“3.1.4 Stripping and Stockpiling Operations in Bonnet Carre Floodway Borrow Areas

SECTION 31 24 00.00 12

Page 5, paragraph 1.4.1. Insert the following after the second sentence:

SECTION 32 12 16.00 12

1. Page 6, paragraph 2.3.3. Delete this paragraph in its entirety and substitute the

“2.3.3 Superpave Asphaltic Concrete Pavement

2. Page 8, paragraph 3.7.1. Delete this paragraph in its entirety and substitute the

“3.7.1 Placement

DRAWINGS

SHEET IDENTIFICATION No. C-03. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No. C-03 therefore.

A N

S I

L H

X D

A V

B E

C K

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

L A

U R

E N H

A T T E

H -8 -4

J .S

H A

A P

B O

N N

E T C

A R

R E S

T O

C K

E C

O N

T R

A C

K R

E D

U C

N P

R O J E

C T

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

W P -1

-B -0

S T

C H

A R

L E

S /S

T J

O H

N T

H E B

A P

T P

A R

H E

S L

1% SLOPE

ADDITIONAL LENGTHS ARE ADDED

SURVEY TOP OF RISER PIPE EACH TIME

SETTLEMENT PLATES WITH RISER PIPES

STOCK PILE CROSS SECTION

SCALE : N.T.S.

1V 3H M

AX.

1V : 3H M

AX.

STOCKPILE

GROUNDLINE PRIOR TO COMMENCING STOCKPILING.

FROM ADJACENT HIGH SPOTS TO CREATE A SMOOTH

DEPRESSIONS/HOLES SHALL BE FILLED W/MATERIALS

WELDED TO PLATE

RISER PIPE 6" STD

SETTLEMENT MEASUREMENT GAGES

TYPICAL GAGE DETAIL

SCALE : N.T.S.

C/L

1/4

(TYP.)

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH

AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION

AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT

MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL REPRESENT HALF THE

DISTANCE IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG

THE CENTERLINE OF THE STOCKPILE SECTION. RISER PIPES ARE PERMITTED ON

THE SETTLEMENT GAGES.

S L

O P

E T

D R

BOLTED IN 4' PANEL MATS

(1' X 1' X 20')

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

PANEL MATS

BOLTED IN 4'

(1' X 1' X 12')

NEW TIMBER MATTING

BASE OF TRUCK WASHDOWN RACK

20'

PANEL MATS

BOLTED IN 4'

(1' X 1' X 20')

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

AND DRAIN)

RECEIVE MATTING

EXCAVATION 12' X 20' (TO

20'

SCALE : N.T.S.

PLAN VIEW

PROFILE

(TYPICAL)

TO TRUCK WASHDOWN RACK

FOR INGRESS AND EGRESS

(SURFACING MATERIAL)

CONTRACTOR TO PROVIDE RAMP

9" BASE COURSE

GEOTEXTILE

BROKEN ASPHALT AND BASE COURSE

REMOVE AND DISPOSE OF EXISTING

LOWER GUIDE LEVEE

SCALE : N.T.S.

RAMP RECONSTRUCTION (EGRESS TO HWY 61)

SLOPE TO DRAIN (2% MIN.)

9" BASE COURSE (CLASS II STONE)

BINDER COURSE (LEVEL A)

4" SUPERPAVE ASPHALTIC CONCRETE

9" BASE COURSE (CLASS II STONE)

1V:

VARIE

WEARING COURSE

2" SUPERPAVE ASPHALTIC CONCRETE

24' RAMP

12' 12'

SEPARATOR GEOTEXTILE

C/L

RAMP

SEPARATOR GEOTEXTILE

1V ON 4H

RAMP SURFACING DETAIL

WIDTH VARIES, SEE STOCKPILE LAYOUT DWG. C-01

1% SLOPE

SCALE : N.T.S.

COMPACTED CLAY FILL

E X

G G

R O

U N

T O

A B

O V

O F E

X C

A V

A T

T O

D E

P T

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASH RACK

SCALE : N.T.S.

TRUCK WASHDOWN RACK

NOTES:

1. WASHDOWN RACK TO BE CONSTRUCTED UPON EXERCISE OF OPTION 2.

LOCATION(S) SHALL BE PROVIDED UPON EXERCISE OF OPTION 2.

2. "TIMBER MATTING" IS USED FOR ILLUSTRATION IN THE TRUCK

WASH RACK DETAIL, ADDITIONAL MATERIALS ARE AVAILABLE

FOR THE TRUCK WASH RACK CONSTRUCTION, AS DETAILED IN

THE SPECIFICATIONS.

S T

O C

K P

E A

R E

M A

U M

S T

O C

K P

E A

R E

M A

U M

CONTROL LINE

OR AS DIRECTED BY THE CO

SPACING AS PER PLAN C-01

150'

PROFILE VIEW

MATCH EXISTING GRADE

EXISTING LEVEE

COMPACTED FILL

NOTE:

CONTRACTOR SHALL COMPLETE STOCKPILE AREA 1

PRIOR TO COMMENCING STOCKPILING OPERATIONS

IN AREA 2. THE CONTRACTOR MAY COMPLETE CLEARING

AND LEVELING OPERATIONS IN AREA 2 CONCURRENT

WITH STOCKPILE OPERATIONS IN AREA 1.

WEARING COURSE (LEVEL A) (2 2-INCH LAYERS)

4" SUPERPAVE ASPHALTIC CONCRETE

BINDER COURSE

4" SUPERPAVE ASPHALTIC CONCRETE

NOTES:

1. THE SPECIFICATION GOVERNING THIS DETAIL SHALL BE THE STANDARD

SPECIFICATION FOR ROADS AND BRIDGES, LSSRB, 2006 EDITION.

2. THE BASE COURSE MATERIAL SHALL MEET (CLASS II STONE) BASE

COURSE REQUIREMENTS AS SPECIFIED IN LSSRB SECTION 302.

3. THE BINDER AND WEARING COURSE MATERIAL SHALL BE "LEVEL A"

AS SPECIFIED IN LSSRB SECTION 502.

4. CONTRACTOR SHALL MAKE A SMOOTH TRANSITION INTO THE EXISTING RAMP AND ROAD.

WEARING COURSES

8" ASPHALT BINDER & 1+50 1+00 0+50 0+00

E L E

V A

N N

A V

EXISTING GRADE ALONG RAMP

C-03

P R

O F

E A

N D S

E C

S T

O C

K P

E S

E C

R A

M P R

E C

O N

S T

R U

C T

E V

E D A

S H

P A

L T T

K N

E S

A M

E N

A B

Exhibit D-2

ARMY CORPS OF ENGINEERS

Storm Water Pollution Prevention Plan

Construction General Permit Inspection and Maintenance Report Form

To be completed every 14 days and within 24 hours of a rainfall event of 13 mm (0.5 inch) or more

Project:_____________________________________________________________________

Inspected By: _______________________________________ Date:____________________

Inspectors Qualifications:_______________________________________________________

Days Since Last Rainfall:_________________ Amount of Last Rainfall__________mm (Inches)

Structural Controls

AREA

DATE SINCE

LAST

DISTURBED

DATE OF

DISTURBANCE

STABILIZED

(yes/no)

STABILIZED

WITH CONDITION

STABILIZATION REQUIRED:

TO BE PERFORMED BY: ______________ ON OR BEFORE:_____________________

Exhibit D-3

Vegetative Controls

AREA

DATE SINCE

LAST

DISTURBED

DATE OF

DISTURBANCE

STABILIZED

(yes/no)

Exhibit D-4

Management Controls

AREA ACTIVITY

DESCRIPTION

MAINTENACE

REQUIRED

STABILIZED

(yes/no)

Table D-5

EQUIPMENT MAINTENANCE AND INSPECTION

Inspection/Maintenance Conducted and

Comments/Observations Location/Equipment Conducted By Date

To:

Prospective Applicants for a Storm water General

Permit Associated with Construction Activity

Greater than 5 Acres

Attached is a Stormwater General Permit Associated with Construction Activity Greater than 5

Acres Notice of Intent (NOI) CSW-G, for a Louisiana Pollutant Discharge Elimination System

(LPDES) permit, authorized under EPA’s delegated NPDES program under the Clean Water Act.

Projects do not qualify for coverage under the general permit unless the NOI is complete and correct. To be considered complete, EVERY ITEM on the form must be addressed and the last page signed by an authorized company agent. If an item does not apply, please enter “NA” (for not applicable) to show that the question was considered.

Payment of the Annual Maintenance and Surveillance Fee(s) MUST be received with the NOI. Attach a check or money order to the NOI or go to http://business.deq.louisiana.gov/ to create an online account.

NOIs without payment are considered incomplete.

Two copies (one original and one copy) of your completed and signed NOI should be submitted to:

Mailing Address: Physical Address (if NOI is hand delivered):

Department of Environmental Quality Department of Environmental Quality

Office of Environmental Services Office of Environmental Services

Post Office Box 4313 602 N Fifth Street

Baton Rouge, LA 70821-4313 Baton Rouge, LA 70802

Attention: Water Permits Division Attention: Water Permits Division

Please be advised that completion of this NOI may not fulfill all state, federal, or local requirements for facilities of this size and type.

According to L. R. S. 48:385, any discharge to a state highway ditch, cross ditch, or right-of-way shall require approval from:

Louisiana DOTD

Office of Highways

Post Office Box 94245

Baton Rouge, LA 70804-9245

(225) 379-1927

AND

Louisiana DHH

Office of Public Health

Center for Environmental Services

Post Office Box 4489

Baton Rouge, LA 70821-4489

(225) 342-7499

A copy of the LPDES regulations may be obtained from the Department’s website at http://www.deq.louisiana.gov/portal/tabid/1674/Default.aspx.

After the review of the NOI, this Office will issue written notification to those applicants who are accepted for coverage under this general permit.

For questions regarding this NOI please contact the Water Permits Division at (225) 219-9371. For help regarding completion of this NOI please contact DEQ, Small Business/Small Community Assistance at

1-800-259-2890.

http://business.deq.louisiana.gov/ http://www.deq.louisiana.gov/portal/tabid/1674/Default.aspx

STATE OF LOUISIANA

DEPARTMENT OF ENVIRONMENTAL QUALITY

Office of Environmental Services, Permits Division

Post Office Box 4313

Baton Rouge, LA 70821-4313

PHONE#: (225) 219-9371

LPDES NOTICE OF INTENT (NOI) TO DISCHARGE STORM WATER ASSOCIATED

WITH CONSTRUCTION ACTIVITY GREATER THAN 5 ACRES

(Attach additional pages if needed.)

Submission of this Notice of Intent constitutes notice that the party identified in Section I of this form intends to be authorized by an LPDES permit issued for storm water discharges associated with construction activity in Louisiana. In order to be automatically authorized under General Permit LAR100000 you must submit a complete and accurate NOI to the LDEQ.

EVERY ITEM MUST BE COMPLETED.

Submission of this Notice of Intent also constitutes that implementation of the Storm Water Pollution Prevention Plan required under the general permit will begin at the time the permittee commences work on the construction project identified in Section II below.

SECTION I - FACILITY INFORMATION

A. Permit is to be issued to the following: (must be a party having operational control over construction plans and specifications and /or a party having day-to-day operational control over those activities at a project site which are necessary to ensure compliance with the storm water pollution prevention plan or other permit conditions LAC 33:IX.2501.B and LAC 33:IX.2503.A and B).

Legal Name of Applicant

(Company, Partnership, Corporation, etc.)

Project Name

(NOTE: Only one NOI needs to be submitted to cover all of the permittee’s activities on the common plan of development or sale (e.g., you do not need to submit a separate NOI for each separate lot in a residential subdivision or for two separate buildings being constructed on the same property, provided your SWPPP covers each area for which you are the operator.)

Mailing Address

Email: Zip Code:

If the applicant named above is not also the owner, state owner name, phone # and address.

Check status:

Federal Parish Municipal

Other:

State Public Private

Location of project. Provide a specific address, street, road, highway, interstate, and/or River Mile/Bank location of the project for which the NOI is being submitted.

City Zip Code Parish

SECTION I - FACILITY INFORMATION

Front Gate Coordinates:

Latitude- deg. min. sec. Longitude- deg. min. sec.

Method of Coordinate Determination:

(ex:http://terraserver-usa.com/Quad Map, Previous Permit, website, GPS)

Is the facility located on Indian Lands? Yes No

B. Storm water Pollution Prevention Plan Information.

1. Has the Storm water Pollution Prevention Plan (SWPPP) been prepared? (NOTE: The SWPPP must be prepared prior to submittal of the NOI. Do not submit SWPPP with this NOI.)

Yes No

2. Indicate address of location of SWPPP if different from Project Location. (N/A if SWPPP is located at the construction site.)

Address

City State Zip

C. Location Information

1. Estimated Construction Start Date: (mo/day/yr)

2. Select how long the permit is needed:

□0 months - 1 year □2 years □3 years □4 years □5 years

3. Estimate of area to be disturbed (to nearest acre)

Describe the project or facility being constructed, such as a subdivision, single home, business, road project, orl retail development (be specific, if clearing land indicate if there are future plans to build a facility, subdivision, or retail development):

5. Is the project part of a larger development or subdivision? (5 acres or greater) Yes No

If yes, provide the name of the development or subdivision.

D. Discharge Information

1. Indicate how the storm water run-off reaches state waters (named water bodies). This will usually be either directly, by open ditch (if it is a highway ditch, indicate the highway), or by pipe. Please specifically name all of the minor water bodies that your discharge will travel through on the way to a major water body. This information can be obtained from U.S.G.S. Quadrangle Maps. Maps can also be obtained online at http://map.deq.state.la.us/ or www.mytopo.com. Private map companies can also supply you with these maps. If you cannot locate a map through these sources you can contact the Louisiana Department of Transportation and Development at the address on the first page of this form.

By (effluent pipe, ditch, etc.);

thence into (effluent pipe, ditch, etc.);

thence into (Parish drainage ditch, canal, etc.);

thence into (named bayou, creek, stream, etc) http://map.deq.state.la.us/ http://www.mytopo.com/

SECTION I - FACILITY INFORMATION

2. Based on Appendix C, the Outstanding Natural Resource Water (ONRW) list, does your storm water run-off flow directly into a waterbody listed as an ONRW?

Yes No

NOTE: If the discharge will ultimately enter a scenic stream, contact the Louisiana Department of Wildlife and

Fisheries (LDWF) Scenic Stream Division at 318-343-4044 for direction regarding how to comply with their requirements.

3. Based on Appendix A, Endangered Species Guidance, are there any listed endangered or threatened species in the project area?

Yes No

NOTE: Use the Endangered Species Guidance in Appendix A to determine if there are listed endangered or threatened species in the project area. Applicants should contact the U. S. Fish and Wildlife Service (address is in

Appendix A) for guidance if they need assistance in making a determination.

4. Based on Appendix B, Historic Properties Guidance, are any historic properties listed or eligible for listing on the

National Register of Historic Places located on the facility or in proximity to the discharge?

Was the State Historic Preservation Office (see Part I.A.3.f of the permit) involved in your determination of eligibility?

E. Additional Discharge Information

1. Will the project or facility expansion, post-construction, result in a discharge that will require a wastewater discharge permit such as treated sanitary wastewater from a subdivision or apartment complex, industrial storm water or process wastewater?

Yes No (e.g. direct to city POTW or no post-construction discharge)

2. If yes, does the subdivision, complex, or facility have an LPDES water discharge permit?

If yes, what is the LPDES permit number?

3. If the facility has an LPDES water discharge permit, will the construction activity result in an increase to the permitted discharge?

No Yes – Please Explain:_____________________________________________

4. If the facility does not have an LPDES permit or if the construction will result in an increased discharge, the party or developer responsible for construction plans and specifications must provide a Request for Preliminary Determination

(RPD), Notice of Intent (NOI), or a request for permit modification within 14 days of submittal of the Construction

NOI to: DEQ, OES, P.O. Box 4313, Baton Rouge, LA 70821-4313, Attn: Water Permits Division. Failure to submit this information may result in denial of this and/or any future applications for discharge of wastewater to waters of the state. The “Request for Preliminary Determination of LPDES Permit Issuance Form” requests the information referenced above and can be accessed on our web page http://www.deq.louisiana.gov under DIVISIONS, Water

Permits, LPDES Permits, LPDES forms.

http://www.deq.louisiana.gov/

SECTION II – LAC 33.I.1701 REQUIREMENTS

Does the company or owner have federal or state environmental permits in other states that are identical to, or of a similar nature to, the permit for which you are applying? (This requirement applies to all individuals, partnerships, corporations, or other entities who own a controlling interest of 50% or more in your company, or who participate in the environmental management of the facility for an entity applying for the permit or an ownership interest in the permit.)

Permits in Louisiana. List Permit Numbers:

Permits in other states (list states):

No environmental permits.

B Do you owe any outstanding fees or final penalties to the Department? Yes No

If yes, please explain.

C Is your company a corporation or limited liability company? Yes No

If yes, is the corporation or LLC registered with the Secretary of State? Yes No

SECTION III - SIGNATURE

According to the Louisiana Water Quality Regulations, LAC 33:IX.2503, the following requirements shall apply to the signatory page in this application:

Chapter 25. Permit Application and Special LPDES Program Requirements

2503. Signatories to permit applications and reports

A. All permit applications shall be signed as follows:

1. For a corporation - by a responsible corporate officer. For the purpose of this Section responsible corporate officer means:

(a) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy- or decision-making functions for the corporation, or

(b) The manager of one or more manufacturing, production, or operating facilities provided: the manager is authorized to make management decisions that govern the operation of the regulated facility, including having the explicit or implicit duty of making major capital investment recommendations and initiating and directing other comprehensive measures to ensure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken together complete and accurate information for permit application requirements; and the authority to sign documents has been assigned or delegated to the manager in accordance with corporation procedures.

NOTE: LDEQ does not require specific assignments or delegations of authority to responsible corporate officers identified in the Permit Standard Permit Conditions, Part VI.G.1.a(1) The agency will presume that these responsible corporate officers have the requisite authority to sign permit applications unless the corporation has notified the state administrative authority to the contrary. Corporate procedures governing authority to sign permit applications may provide for assignment or delegation to applicable corporate positions under Permit Standard Permit

Conditions, Part VI.G.1a.(2) rather than to specific individuals.

2. For a partnership or sole proprietorship - by a general partner or the proprietor, respectively; or

3. For a municipality, state, federal or other public agency – by either a principal executive officer or ranking elected official. For the purposes of this section a principal executive officer of a federal agency includes:

(a) The chief executive officer of the agency, or

(b) A senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrators of EPA).

CERTIFICATION

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage this system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I also certify that a storm water pollution prevention plan, including both construction and post construction controls, has been prepared for the site in accordance with the permit and that such plan complies with approved State, Tribal and/or local sediment and erosion plans or permits and/or storm water management plans or permits. I am aware that signature and submittal of the NOI is deemed to constitute my determination of eligibility under one or more of the requirements of Permit Part I.A.3.e(1), related to the Endangered Species Act requirements. To the best of my knowledge, I further certify that such discharges and discharge related activities will not have an effect on properties listed or eligible for listing on the National

Register of Historic Places under the National Historic Preservation Act, or are otherwise eligible for coverage under Part I.A.3.f of the permit. I am also aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

NOTE: SIGNATURE MUST COMPLY WITH REQUIREMENTS STATED ABOVE IN SECTION III.

Signature

Printed Name

Title

Company

Date

Telephone

***ANY NOI THAT DOES NOT CONTAIN ALL OF THE REQUESTED INFORMATION

WILL BE CONSIDERED INCOMPLETE. NOI PROCESSING CANNOT PROCEED UNTIL

ALL REQUIRED INFORMATION HAS BEEN SUBMITTED.

CSW-T (095-14)

STATE OF LOUISIANA

DEPARTMENT OF ENVIRONMENTAL QUALITY

Office of Environmental Services, Water Permits Division

Post Office Box 4313

Baton Rouge, Louisiana 70821-4313

PHONE#: (225) 219-3181

LPDES NOTICE OF TERMINATION OF COVERAGE UNDER

LPDES GENERAL PERMIT FOR STORM WATER DISCHARGES

ASSOCIATED WITH CONSTRUCTION ACTIVITIES FIVE ACRES OR MORE

(LAR100000)

I. PERMIT INFORMATION

Facility’s Storm Water Authorization Number LAR10 __ AI #:_______

Check here if you are no longer the Operator of the Facility OR if the facility has been sold

Check here if the storm water discharge associated with the construction activity is Being Terminated

II. FACILITY OPERATOR INFORMATION

Name: ____________________________________________________________________

Mail Address: ______________________________________________________________

City: ______________________________________________________________________

State: ____________________ Zip Code: ___________ Phone: _____________________

III. FACILITY/SITE LOCATION INFORMATION

Name of Project: ______________________________________________________________

Location of Project: ____________________________________________________________

City: _______________________________ State: _________ Zip Code: ____________

Parish ______________________________

IV. CERTIFICATION

I certify under penalty of law that all storm water discharges associated with construction activity from the portion of the identified facility where I was an operator have ceased or have been eliminated or that

I am no longer an operator at the construction site. I understand that by submitting this Notice of

Termination, I am no longer authorized to discharge storm water associated with construction activity under this general permit, and that discharging pollutants in storm water associated with construction activity to waters of the State is unlawful under the Clean Water Act where the discharge is not authorized by an LPDES permit. I also understand that the submittal of this Notice of Termination does not release an operator from liability for any violation of this permit or the Clean Water Act.

Print Name: _____________________________________ Date: ____________________

Signature: ______________________________________________

PART I

LAR100000 - AI 83363

LPDES GENERAL PERMIT

FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES

FIVE (5) ACRES OR MORE

TABLE OF CONTENTS

Part I. COVERAGE UNDER THIS PERMIT 4

A. Applicability 4

B. Obtaining Authorization 15

C. Annual Maintenance and Surveillance Fees 17

D. Notice of Extension 17

E. Terminating Coverage 18

Part II. NOTICE OF INTENT REQUIREMENTS 20

A. Deadlines for Notification 20

B. Contents of Notice of Intent 21

C. Where to Submit 22

Part III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON-

NUMERIC LIMITATIONS 23

A. Prohibition on Non-Storm Water Discharges 23

B. Requirements for Notification 24

C. Spills 25

D. Discharge Compliance with Water Quality Standards 26

E. Responsibilities of Operators 26

Part IV. STORM WATER POLLUTION PREVENTION PLANS 28

A. Deadlines for Plan Preparation and Compliance 28

B. Signature, Plan Review and Making Plans Available 28

C. Keeping Plans Current 30

D. Contents of Plan 30

E. Contractor and Subcontractor Responsibilities 40

F. Wash Water from Concrete Trucks 41

Part V. RETENTION OF RECORDS 42

A. Documents 42

B. Accessibility 42

C. Addresses 42

Part VI. STANDARD PERMIT CONDITIONS 43

A. Duty to Comply 43

B. Continuation of the Expired General Permit 44

C. Need to Halt or Reduce Activity not a Defense 44

D. Duty to Mitigate 45

E. Duty to Provide Information 45

F. Other Information 45

G. Signatory Requirements 45

H. Penalties for Falsification of Reports 47

I. Oil and Hazardous Substance Liability 47

J. Property Rights 47

K. Severability 47

L. Requiring an Individual Permit or an Alternative General Permit 48

M. State Laws 48

N. Proper Operation and Maintenance 49

O. Inspection and Entry 49

P. Bypass of Treatment Facilities 50

Q. Upset Conditions 50

R. Removed Substances 51

S. Prohibition for Tampering: Penalties 51

T. Reporting Requirements 52

U. Availability of Reports 52

V. Permit Actions 52

W. Monitoring and Reporting Requirements 53

X. Inactive Plants 55

Y. Dilution 55

Z. Prohibitions for Asphalt Plants 55

Part VII. REOPENER CLAUSE 57

Part VIII. TERMINATION OF COVERAGE 58

A. Notice of Termination 58

B. Addresses 59

Part IX. DEFINITIONS 60

ADDENDA

A. ENDANGERED SPECIES GUIDANCE

B. NOTICE OF INTENT (NOI) FORM

C. NOTICE OF EXTENSION (NOE) FORM

D. NOTICE OF TERMINATION (NOT) FORM

E. HISTORIC PRESERVATION

F. LIST OF ADDRESSES FOR LDEQ OFFICES

Part I. COVERAGE UNDER THIS PERMIT

A. Applicability.

1. This permit authorizes discharges of storm water from construction activities that disturb

5 acres or more of total land area, including the disturbance of less than 5 acres of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb 5 acres or more, as defined in LAC 33:IX.2511.B.14.j and those construction site discharges designated by the State Administrative Authority as needing a storm water permit under LAC

33:IX.2511.A.1.e, except for discharges identified below under Permit Part I.A.3. Permit coverage is required from the “commencement of construction activities” until “final stabilization” as defined in Permit Part IX.

Construction activities regulated under this permit include clearing, grading, excavation operations, and/or adding fill material that result in the disturbance of five acres of land or more.

Road and pipeline building and construction of residential houses, office buildings, industrial buildings, and runways are examples of construction activities.

The clearing of land solely for agricultural purposes is NOT a regulated activity so it is exempted from Louisiana Pollutant Discharge Elimination System (LPDES) permitting requirements

(LAC 33:IX.2315.A). Projects on cultivated croplands are not regulated, as these are already

“disturbed” areas.

Storm water discharges at field activities or operations associated with oil and gas exploration, production, processing, or treatment or transmission, are regulated in accordance with the latest provisions of LAC 33:IX.2511.A.

Construction activities related to oil and gas exploration, production, processing, or treatment, or transmission activities are exempt from regulation. Section 323 of the Energy

Policy Act of 2005 modified paragraph (24) of Section 502 of the Clean Water Act (CWA) to define the term “oil and gas exploration, production, processing, or treatment, or transmission facilities.”

This term is used in CWA Section 402(1) (2) to identify…

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