24 - 19952221 per ltr

DEPARTMENT OF THE ARMY PERMIT

Permittee -~M~O~D~A~IN~G=L=E=S=ID~E~O~l=L~T~E=R=M=IN~A~L~L=L=C~-

Permit No. -~S~W~G=-~1""""9.,_9-"-5-....,0c:2=2=2.,_l ______ _

Issuing Office Galveston District

NOTE: The ten11 "you" and its derivatives, as used in this permit, means the pe1111ittee or any future transferee. The term "this office" refers

to the appropriate district or division oflice of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate oflicial

of that office acting under the authority of the commanding officer.

You are authorized to perfo1m work in accordance with the terms and conditions specified below.

Project Description: To make improvements to Berth 2A within the existing East Basin: increase the permitted width of the West Ship Basin from 390 feet wide to 475 feet to allow construction of new barge docks (Berths 7 A, 78, 7C, 8, and 9), add a I, 700-foot-diameter turning basin

at the West Ship Basin entrance to the CCSC, add a new deep-water ship dock in the West Ship Basin, and conduct maintenance dredging operat ions in both the East and West Ship Basins. Improvements at Berth 2A include constructing a pile-supported 35-foot by 70-foot barge platfo1111, which will require moving the existing fender line approximately 38 feet waterward of its current location. Four breasting dolphins

and four protection dolphins wi ll be also be installed. The Berth 7 barge dock project includes construction of a barge loading facility within

the adjacent upland facility landward of the existing bulkhead. Approximate ly 59.26 cubic yards of material will be placed to extend the existing bulkhead approximately 491 linear feet along the shorel ine to create a new pile-suppo1ted barge dock to allow be1thing on each side. In addition, 38 barge dolphins wi ll be constructed for the barge dock area. The deep-water dock will consist of Berths 8 and 9, and will include

construction of a sheetpile causeway, pile supported approach, and an 80-foot by 120-foot pile supported loading platform. Twelve breasting

dolphins and nine mooring dolphins will support Be1ths 8 and 9. Approx imate ly 3.9 million cubic yards of material will be dredged to expand the West Basin and provide access to the new berths using both mechanical and hydraulic methods. Within the vicinity of the Berth 7 barge

docks, existing bay bottom will be dredged to a depth of -15 feet mean lower low water (MLLW) with a 2-foot over dredge. For the remainder

of the West Basin expansion, the proposed dredge depth will be -54 feet MLL W with a 2-foot over dredge and 2-foot advanced maintenance allowance. Turbidity cu,tains will be utili zed during dredging operations to minimize any impacts to adjacent seagrasses, and dredged material

will be placed in designated material placement areas. To stabi li ze the dredge side slope, the project will install approximate ly 1,350 linear feet of 44-foot-wide articulated block mattress. The condition of the dredge s lope and block mattresses will be monitored for a period of five

years by conducting annual hydrographic surveys of the basin. The overall dredge footprint will be approximately 43 acres including side slopes, of which 32.8 acres will be at the proposed finished depth. Navigational aids wi ll be installed to mark the limits of the basin and prevent

vessels from disturbing nearby seagrass area during operational movements. All dredged material wi ll be placed on Berry Island. Potential dredged material placement areas (DMPAs) for any future dredging, including maintenance, will include all Federally authorized and

constructed, upland confined, dredged material placement areas, Good Hope, Dagger Island, and Beneficial Use Sites as available. The project

will be conducted in accordance with the attached plans in 22 sheets, Attachment A Mitigation Plan, and Attachment B Construction Notes.

Project Location: On the north side of the Corpus Christi Ship Channel (CCSC) between approximate Stations 520+07 and 540+08 at 262 Coral Sea Road (fo1merly Naval Station Ingleside), Ingleside, San Patricio County, Texas.

Permit Conditions:

General Cond itions:

I . The time limit for completing the work authorized ends on 3 1 December 2026 If you find that you need more time

to comp lete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit.

You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third pa1ty in

compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

ENG FORM 1721 , NOV 86 EDITION OF SEP 82 IS OBSOLETE (33 CFR 325 (Appendix A))

(REVERSE OF ENG FORM 1721) 2

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. The permittee understands and agrees that if future operations by the United States require the removal, relocation or other alteration of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. When structures or work authorized by this permit are determined by the District Engineer to have become abandoned, obstructive to navigation or cease to be used for the purpose for which they were permitted, such structures or other work must be removed, the area cleared of all obstructions, and written notice given to the Corps of Engineers, Galveston District, Regulatory Division, Corpus Christi Field Office (Corps), within 30 days of completion. 3. The permittee must install and maintain, at the permittee's expense, any safety lights, signs and signals required by U.S. Coast Guard, through regulations or otherwise, on the permittee's fixed structures. To receive a U.S. Coast Guard Private Aids to Navigation marking determination, at no later than 30 days prior to installation of any fixed structures in navigable waters and/or prior to installation of any floating private aids to navigation, you are required to contact the Eighth Coast Guard District (dpw), 500 Poydras St. Suite 1230, New Orleans, LA 70130, (504) 671-2328 or via email to: [email protected]. For general information related to Private Aids to Navigation please visit the Eight Coast Guard District web site at: http://www.uscg.mil/d8/waterways/PATON.Home.asp

4. The permittee will utilize Best Management Practices, including, but not limited to weighted turbidity curtains and screens, during all dredging and construction projects associated with this permit to minimize impacts to seagrass beds. 5. At least 15 days prior to the performance of hydraulic dredging operations, the permittee will submit a copy of the initial survey results of the identified seagrass beds in the vicinity of the project site’s West Ship Basin to the CCRFO for review and approval. The permittee will also conduct a post-construction survey of these seagrass beds within 1 year after cessation of dredging activities to document the condition of the seagrass beds. The results of the post-construction survey will be submitted to the CCRFO for review no later than 45 days after the survey is performed. Content of the report should be provided in accordance with 4(b) and 4(c) of Regulatory Guidance Letter 08-03 dated 10 October 2008. 6. The permittee shall conduct an initial hydrographic survey of the West Ship Basin dredge slope and concrete mattresses prior to dredging activities. The permittee will also monitor the condition the dredge slope and mattresses for a period of at least five years by conducting annual hydrographic surveys of the basin within 30 days of the anniversary of the project initiation date and submit the results of these surveys to the CCRFO within 45 days of conducting the surveys. 7. Should the CCRFO determine that the post-construction survey report documents that significant impacts to seagrass beds at the project site have occurred, the permittee will be required to take necessary corrective measures, as directed by the CCRFO. Once the corrective measures are completed, the permittee will immediately notify the CCRFO and a determination will be made regarding success of the corrective measures. If it is determined by the CCRFO that the corrective measures are unsuccessful, additional requirements may be required by the CCRFO. 8. All construction of mitigation, including planting, must be complete within 12 months after start of construction within jurisdictional areas. The Permittee will notify the Corps of Engineers, Galveston District, Regulatory Division, Corpus Christi Field Office (Corps) in writing within 15 days of the initiation of work in jurisdictional areas. Monitoring and maintenance will proceed according to the mitigation plan. 9. The mitigation success criteria, as indicated in the mitigation plan included in Attachment “A” must be achieved for the mitigation requirement to be considered complete.

(REVERSE OF ENG FORM 1721) 3

10. Should mitigation be determined to be unsuccessful by Corps personnel at the end of the monitoring period, the Permittee will be required to take necessary corrective measures, as approved by the Corps. Once the corrective measures are completed, the Permittee will notify the Corps and a determination will be made regarding success of the mitigation.

11. The Permittee will establish a deed restriction that applies to the 70-acre upland Live Oak-Redbay Woodland/pothole wetland preservation area as described in Attachment A (Permittee’s 1 December 2020 mitigation plan), and provide a copy of the deed restriction to the Corps for review and approval no later than 3 months from the date of issuance for the Department of the Army permit for the proposed West Ship Basin expansion project. 12. The Permittee will establish a land use agreement with the Port of Corpus Christi as outlined in Attachment A that applies to the submerged land designated for habitat creation, restoration, and/or enhancement, and provide a copy of the land use agreement to the Corps for review and approval no later than 6 months from the date of issuance for the Department of the Army permit for Moda Ingleside Oil Terminal, LLC. Prior to execution, the land use agreement must be approved in writing by the Corps. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: (X) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above).

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GENERAL NOTES: 1. SlRUClURES SHALL BE MARKED IN ACCOROANCE

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2. ALL ELEVATIONS REFER TO MLLW UNLESS NOTED OlHER'MSE.

Applicant: Moda Ingleside Oil Terminal, LLC Agent: Belaire Environmental, Inc

Albert R. Favaloro, Ill P.E. TX P .E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

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L LANIER & ASSOCIATES

CONSUL TING ENGINEERS INCORPORATED

LA: C-112O NEW ORLEANS, LA

TX: F-2981 • BEAUMONT, TX

JI MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019

I INGLESIOE TEXAS DESlGN __ABE

DRAWN MEW MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION VICINITY MAP

CHECK JEJ JOB NO __ 10870

SHEET No.

1 OF 23

M3PEXMEP

Permitted Plans

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LANIER & ASSOCIATES CONSUL TING ENGINEERS

INCORPORATED

LA: C-112O TX: F-2981 NEW ORLEANS, LA • BEAUMONT, TX

11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN____hBE

DRAVvtJ ____MEW_ MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION EXISTING WEST SITE PLAN

CHECK__,,IE.,! JOB NO 10870

SHEET No.

2 OF 23

M3PEXMEP

Permitted Plans

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Albert R. Fovolora, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

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CONSUL TING ENGINEERS IN CORPORA TED


11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019

I INGLESIDE TEXAS DESIGN ----1,BE

DRAv.N~ CHECK~ MODA INGLESIDE ENERGY CENTER

BERTH 2A EXISTING EAST SITE PLAN

JOB NO 10870

SHEET No.

3 OF 23

M3PEXMEP

Permitted Plans

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11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN _____AfiE

DRAWN_.MIW CHECK~ MODA INGLESIDE ENERGY CENTER

BERTHS 7/8/9 PROPOSED WEST SITE PLAN

JOB NO 10870

SHEET No.

4 OF 23

M3PEXMEP

Permitted Plans

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Albert R. Favaloro, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

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l.. LANIER & ASSOCIATES




I INGLESIDE TEXAS DESIGN----88[

DRAl',tL_J,1.Q'?'. CHECK ~ MODA INGLESIDE ENERGY CENTER

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JOB NO 10870

SHEET No.

5 OF 23

M3PEXMEP

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,, MODA MIDSTREAM, LLC. ,,, DATE SEPT. 2019

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PROPOSED DREDGE PLAN

CHECK JEJ JOB NO 10870

SHEET No.

6 OF 23

M3PEXMEP

Permitted Plans


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11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN-----8fil:

DRA YIN ___MEYf. CHECK_.,/E,! MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION PROPOSED BERTH 7 ENLARGED PLAN

JOB NO 10870

SHEET No.

7 OF 23

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INCORPORATED LA: C-1120 TX: F-2981

NEW ORLEANS, LA • BEAUMONT, TX

11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN _ABE

DRAVvN ~ CHECK~ MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION BERTH 7 SECTION

JOB NO 10870

SHEET No.

8 OF 23

M3PEXMEP

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INCORPORATED


11 MODA MIDSTREAM, LLC, 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN _ABE

DRAWN_MQ'/

CHECK_..,/E,/_ MODA INGLESIDE ENERGY CENTER BERTH 7/8/9 EXPANSION

BERTH 7 SECTION

JOB NO 10870

SHEET No.

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11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN _____ARE

DRAWN_..M.E'lt CHECK _____,)LJ_



PROPOSED BERTH 8/9 ENLARGED PLAN

JOB NO 10870

SHEET No.

10 OF 23

M3PEXMEP

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g LA: C-112O TX: F-2981 I ~ NEW ORLEANS, LA • BEAUMONT, TX


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JOB NO 10870

SHEET No.

11 OF 23

M3PEXMEP

Permitted Plans

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Albert R. Favalora, Il l P .E. Tl( P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY l R;,V


CONSUL TING ENGINEERS IN CORPORATED


I MODA MIDSTREAM, LLC. I DA TE SEPT. 2019 INGLESIDE TEXAS DESIGN____hEE

DRAWN____MQ/ MODA INGLESIDE ENERGY CENTER I CHECK~

BERTH 7/8/9 EXPANSION JOB NO 10870

BERTH 8/9 SECTION SHEET No.

13 OF 23

M3PEXMEP

Permitted Plans


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I INGLESIDE TEXAS DESIGN~

DRAWN MEW MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION BERTH 8/9 APPROACH SECTION

CHECK JEJ JOB NO ---1.Q!lZQ

SHEET No.

14 OF 23

M3PEXMEP

Permitted Plans

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Albert R. Favalora, Ill P.E. TX P .E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A





I INGLESIDE TEXAS DESIGN _____ARE

ORA l'iN __MQ{ CHECK~ MODA INGLESIDE ENERGY CENTER

BERTHS 7/8/9 PROPOSED BERTH 2A ENLARGED PLAN

JOB NO 10870

SHEET No.

15 OF 23

M3PEXMEP

Permitted Plans


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Albert R. Favalora, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A

~ LANIER & ASSOCIATES



11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN ----1,RE

DRAWN~. CHECK ___,JtJ. MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION BERTH 2A SECTION

JOB NO 10870

SHEET No.

16 OF 23

M3PEXMEP

Permitted Plans

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Albert R. F ovoloro, Ill P .E. 1X P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A

l. LANIER & ASSOCIATES


11 MODA MIDSTREAM, LLC. 111 DATE SEPT. 2019 INGLESIDE TEXAS DESIGN~

DRAWN___ME_W CHECK~


MODA INGLESIDE ENERGY CENTER BERTH 7/8/9 EXPANSION BREASTING DOLPHINS

JOB NO 10870

SHEET No.

17 OF 23

M3PEXMEP

Permitted Plans

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JAN 1 0 2020

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ELEVATION

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4 0 2 4 8 Applicant: Moda Ingleside Oil Terminal, LLC ~.J I 1

( IN FEET ) I

Agent: Belaire Environmental, Inc Albert R. Favalora, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A

l. LANIER & ASSOCIATES



11 MODA MIDSTREAM, LLC. I 11 DA TE SEPT. 2019

I INGLESIDE TEXAS DESIGN_____ABE

DRAWN~ CHECK ____,Jf.,/_ MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION MOORING DOLPHIN

JOB NO 10870

SHEET No.

18 OF 23

M3PEXMEP

Permitted Plans

-I

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rr'="'="L=""='U=C.===========================·="=""~v I ~~:; ~~~ II I MODA INGLESIDE ENERGY CENTER I ci:i~cK_ .:'::~."

Sc..J<S-rc;<rs; -02-zz( JAN 1 0 2020

48" M0N0PILE -----..,=f I ~

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LAMINA TE CUP (TYP.)

48" M0NOPILE

PLAN

STRAPS (TYP.) ...__ ...jo: 1 I

0

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LAMINA TE WRAP

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3 0 1.5 3 Applicant: Moda Ingleside Oil Terminal, LLC ~- ~ ~

( IN FEET ) Agent: Belaire Environmental, Inc

Albert R. F ovolora, Ill P .E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A





I INGLESIDE TEXAS DESIGN_ABE

DRAWN_MQi'. CHECK___,!E,! MODA INGLESIDE ENERGY CENTER

BERTH 7/8/9 EXPANSION 48.,8 PROTECTION DOLPHIN

JOB NO 10870

SHEET No.

19 OF 23

M3PEXMEP

Permitted Plans

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120· LAMINA TE \\RAP

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TIE-OFF BIT (TYP.)

v

BARGE DOCK BREASTING DOLPHIN SCALE: 1/4" = 1'-0"

2 0 2

~-.J I 4

I Aplicant: Moda Ingleside Oil Terminal, LLC

( IN FEET) Agent: Belaire Environmental, Inc Albert R. Favalora, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A




I MODA MIDSTREAM, LLC. I DA TE SEPT. 2019 INGLESIDE TEXAS DESIGN ARF I~~~~=============================~ DRAWN MEW


BARGE DOCK BREASTING DOLPHINS


SHEET No.

20 OF 23

M3PEXMEP

Permitted Plans

I

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108"~ JACKET

102•~ JACKET

SHIP DOCK BREASTING DOLPHIN SCALE: 1/8" = r-o·

4 0 2 4 8 Applicant: Moda Ingleside Oil Terminal, LLC ~c.J I I I

IN FEET Agent: Belaire Environmental, Inc Albert R. Favaloro, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY REV

A



LA: C-1120 TX: F-2981 NEW ORLEANS, LA • BEAUMONT, TX

I MODA MIDSTREAM, LLC. I DATE SEPT. 2019 INGLESIDE TEXAS DESIGN ARF ~====~==============================~ I DRAWN MEW


BERTH 2A BREASTING DOLPHIN


SHEET No.

21 OF 23

M3PEXMEP

Permitted Plans

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Albert R. Favaloro, Ill P.E. TX P.E. Number 131433 PRELIMINARY - FOR PERMIT PURPOSES ONLY

REV A

(..


INCORPORATED


I MODA MIDSTREAM, LLC. I DATE SEPT. 2019

INGLESIDE TEXAS DESIGN ARF DRAl'YN MEW

MODA INGLESIDE ENERGY CENTER CHECK JEJ

BERTH 7/8/9 EXPANSION DREDGE PLACEMENT AREA

JOB NO 10870

SHEET No.

23 OF 23

M3PEXMEP

Permitted Plans

12-STEP MITIGATION PLAN MODA INGLESIDE OIL TERMINAL, LLC

USACE PERMIT NO. SWG-1995-02221 INGLESIDE, SAN PATRICIO COUNTY, TEXAS

Prepared for:

Moda Ingleside Oil Terminal, LLC

1000 Louisiana, Suite 7100 Houston, TX 77002

Prepared by:

Belaire Environmental, Inc.

PO Box 741 Rockport, TX 78382

September 11, 2020 Revised December 1, 2020

Revised March 29, 2021

Attachment A - Mitigation Plan

Table of Contents DESCRIPTION OF THE PROPOSED ACTION ..................................................................................... 1

Project Area Background ..................................................................................................................... 1

Proposed Project .................................................................................................................................. 2

Summary of Project Impacts ................................................................................................................ 3

I. MITIGATION OBJECTIVES .............................................................................................................. 3

Method of Compensation ..................................................................................................................... 3

Addressing the Needs of The Watershed or Region .............................................................................. 4

Seagrass Mitigation Site ...................................................................................................................... 4

Preservation Area ................................................................................................................................ 5

II. SITE SELECTION ............................................................................................................................. 7

Preservation Site .................................................................................................................................. 7

Seagrass Mitigation Site ...................................................................................................................... 7

Chlorophyll a Analysis ...................................................................................................................... 13

Particle Size Analysis ........................................................................................................................ 14

Elevation Analysis ............................................................................................................................. 15

Site Selection Summary ..................................................................................................................... 15

III. SITE PROTECTION INSTRUMENT ............................................................................................. 16

IV. BASELINE INFORMATION (IMPACT AND MITIGATION SITE) ............................................. 16

Ecological Characteristics of the Impacted Site .................................................................................. 16

Ecological Characteristics of the Proposed Mitigation Site ................................................................. 16

V. DETERMINATION OF CREDITS................................................................................................... 17

VI. MITIGATION WORK PLAN ......................................................................................................... 18

Geographic Boundaries...................................................................................................................... 18

Construction Methods ........................................................................................................................ 18

Timing and Sequence: ....................................................................................................................... 20

Connections to Existing Waters and Upland....................................................................................... 20

Methods for Establishing Plant Community ....................................................................................... 20

Invasive Plant Control ....................................................................................................................... 21

Proposed Grading Plan ...................................................................................................................... 21

Erosion Control Measures .................................................................................................................. 21

VII. MAINTENANCE PLAN ............................................................................................................... 21

VIII. PERFORMANCE STANDARDS ................................................................................................. 21

IX. MONITORING REQUIREMENTS................................................................................................. 22

X. LONG-TERM MANAGEMENT PLAN ........................................................................................... 22


XI. ADAPTIVE MANAGEMENT PLAN ............................................................................................. 22

XII. FINANCIAL ASSURANCES ........................................................................................................ 23

XIII. LITERATURE CITED ................................................................................................................. 24

List of Tables TABLE 1 SUMMARY OF PROPOSED PROJECT IMPACTS .............................................................................. 3 TABLE 2 ANALYSIS OF MITIGATION SITE ALTERNATIVES ........................................................................ 8 TABLE 3 CHLOROPHYLL A RESULTS ...................................................................................................... 14 TABLE 4 PARTICLE SIZE ANALYSIS ........................................................................................................ 15

List of In-Document Figures FIGURE 1 – EXISTING BERTH LAYOUT .................................................................................................... 1 FIGURE 2 – PROPOSED BERTH CONFIGURATION ..................................................................................... 2 FIGURE 3 – SHORELINE EROSION ............................................................................................................ 5 FIGURE 4 – SHELL RIDGE ROAD ............................................................................................................. 9 FIGURE 5 - RANSOM POINT .................................................................................................................... 9 FIGURE 6 - LA QUINTA ISLAND ............................................................................................................ 10 FIGURE 7 - RANSOM ISLAND ................................................................................................................ 10 FIGURE 8 – DAGGER ISLAND ................................................................................................................ 11 FIGURE 9 – STEDMAN ISLAND .............................................................................................................. 11 FIGURE 10 – NUECES BAY ..................................................................................................................... 12 FIGURE 11 - SUNSET LAKE .................................................................................................................... 12 FIGURE 12 – CHLOROPHYLL A SAMPLE LOCATIONS ............................................................................... 13 FIGURE 13 – PARTICLE SIZE SAMPLE LOCATIONS .................................................................................. 14

Appendix A . Figures

− Figure 1. Project Vicinity Map − Figure 2. Proposed Impacts − Figure 3. Mitigation Site Survey Results − Figure 4. GLO Reference Site Survey Results − Figure 5. Mitigation Site Plan View − Figure 6. Mitigation Site Section View − Figure 7. Preservation Area Overview

Appendix B. Conservation Easement Commitment


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DESCRIPTION OF THE PROPOSED ACTION

Project Area Background

Moda Ingleside Terminal, LLC (Moda) is located north of the Corpus Christi Ship Channel, along the La Quinta Ship Channel, just southeast of the community of Ingleside on the Bay and west of the Gulf Intracoastal Waterway (GIWW), Appendix A, Figure 1. Moda applied to amend U.S. Army Corps of Engineers (USACE) Permit No. SWG-1995-02221 to make improvements at their existing facility.

The existing facility is currently comprised of an East Basin and West Basin, demarcated by an existing loading dock. The facility, when purchased by Moda, was historically used for smaller vessels and other commercial trades. Moda has predominately worked within the existing site footprint to modernize and adapt the facility to accommodate their business needs with minimal impacts. Moda currently services Aframax, Suezmax, and VLCC class vessels. These vessels predominately serve the crude oil market and are some of the largest tank vessel to transit in inland ports.

Figure 1 – Existing Berth Layout

The name and labeling of existing berths at the facility have been adopted by the current number and were assigned by the previous owner to MODA. The naming policy included allowances for smaller vessels in different trades than the current commercial plan for MODA. Simply stated, the same real estate (berth) that is covered up by a large crude tanker was previously capable of handling two smaller vessels. For example, the existing Berth Two is approximately 1,375 in length. This berth was originally divided in two; Berth 1 for LPG vessels and Berth 2 for crude service. When the berth was retrofitted to handle VLCCs, a third set of loading arms and a new name was added to the same wharf. Berth 2A was named for VLCC service. As the business plan and new owners came into the picture, the loading arms on both Berth One and the old Berth 2 were removed, leaving only one set of arms to service up to VLCC class crude tankers. Eventually Berth 2A was renamed simply Berth 2, as depicted in Figure 1.

Moda has worked diligently to improve the inland infrastructure and maximize the efficiency of the existing maritime infrastructure. To accommodate the increasing demand by existing and committed, future customers, additional maritime infrastructure is necessary.


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Proposed Project

Overall, the project proposes to make improvements to Berth 2 within the existing East Basin, increase the permitted width of the West Basin, to allow construction of docks at Berth 7, and add a new deep-water ship dock in the West Ship Basin, as depicted in Figure 1.1.

Proposed improvements at Berth 2 include construction of a pile supported 35 foot by 70-foot barge platform. The new platform would require that the existing fenderline be moved approximately 38 feet waterward of its current location. Four breasting dolphins and four protection dolphins would be installed.

Figure 2 – Proposed Berth Configuration

A new Berth 7 docking area would be constructed in the West Basin. Berth 7 barge dock construction would allow for up to three double barges, side-by-side, to dock (Berths 7A, B, and C). Berth 7A requires the construction of a loading facility within the adjacent upland facility above the existing bulkhead. Berths 7B and C require extending the existing bulkhead approximately 491 linear feet and the installation of a new pile supported barge dock that would allow berthing on each side. In total, Berths 7A, B, and C would require the installation of 38 barge dolphins.

Moda also proposes to construct a new deep-water ship dock to accommodate Suezmax vessels. This dock provides docking for up to two Suexmax vessels, one on either side of the structure. The docking areas will be designated as Berths 8 and 9. Berths 8 and 9 consists of a sheetpile causeway, pile supported approach, an 80 foot by 120 foot pile supported loading platform, Twelve breasting dolphins and nine mooring dolphins would be installed to support Berths 8 and 9.

Dredging would be required to expand the West Basin and to provide access to the newly constructed Berths. Within the vicinity of Berth 7, Moda proposes to dredge the existing bay bottom to a depth of -15 feet MLLW with a 2 foot over dredge. For the remainder of the West Basin expansion the proposed dredge depth is -54 feet MLLW with a 2 foot over dredge and 2 foot of advanced maintenance. The applicant estimates that the proposed dredging activities would result in approximately 3,900,000 cubic yards of dredge material. The proposed dredge footprint is approximately 43 acres including side slopes, creating an additional 32.8 acres of bay bottom dredged to the proposed depth. This dredging would allow additional Suezmax vessels and additional barges at the facility. Dredging would be accomplished via mechanical and/or hydraulic dredge equipment and dredged material would be placed into an existing designated dredge material placement areas (DMPA).


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To stabilize the dredge side slope, and for the minimization of impacts to special aquatic sites, including seagrass, the project proposes to install an approximately 1,350 linear foot of approximate 44-foot wide articulated block mattress.

Summary of Project Impacts

Components of the proposed project resulting in impacts to aquatic resources include the proposed dredge area and the proposed bulkhead extension. Appendix A, Figure 2 provides an overview map of the proposed project impacts.

Completion of the approximate 43-acre dredge project will result in direct impacts to approximately 8.86 acres of submerged aquatic vegetation and approximately 0.80 acres of estuarine wetland.

Construction of the new bulkhead extension will result in indirect impacts of approximately 0.15 acres of estuarine wetland. The bulkhead installation is expected to result in the discharge of approximately 59.26 cubic yards of material in a jurisdictional area of approximately 0.03 acres located below the limit of annual high tide. Approximately 0.02 acres of this is area is unvegetated shoreline and approximately 0.01 acres of this area is comprised of the estuarine wetland habitat. Overall, the proposed bulkhead is approximately 491 linear feet with an average jurisdictional discharge of approximately 0.12 cubic yards of material per running foot. Table 1 provides a summary of the proposed project impacts.

Table 1 Summary of Proposed Project Impacts

I. MITIGATION OBJECTIVES

Method of Compensation

33 CFR 332.3(b)(1) states, “In general, the required compensatory mitigation should be located within the same watershed as the impact site, and should be located where it is most likely to successfully replace lost functions and services, taking into account such watershed scale features as aquatic habitat diversity, habitat connectivity, relationships to hydrologic sources (including the availability of water rights), trends in land use, ecological benefits, and compatibility with adjacent land uses. When compensating for impacts to marine resources, the location of the compensatory mitigation site should be chosen to replace lost functions and services within the same marine ecological system.

The Clean Water Act 404(b)(1) guidelines (40 CFR 230) are regulations that constitute the substantive environmental criteria used in evaluating activities regulated under Section 404. Within 40 CFR 230, compensatory mitigation for losses of aquatic resources is described under

Summary of Proposed Project Impacts

Impacted Habitat Type Direct Impact Indirect Impact Total

Submerged Aquatic Vegetation 8.86 Acres 0 8.86 Acres Estuarine Emergent Wetland 0.80 Acres 0.15 Acres 0.95 Acres

TOTAL PROPOSED IMPACTS 9.81 Acres


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Subpart J. Additional regulations for general compensatory mitigation requirements are described in 33 CFR 332, finalized in 2008. This rule states that compensatory mitigation requirements must be commensurate with the amount and type of aquatic resources impacts associated with permit actions.

“There are three mechanisms for providing compensatory mitigation: permittee-responsible compensatory mitigation, mitigation banks and in-lieu fee mitigation” (40 CFR 230). Purchase of credits from a mitigation bank is the preferred method of compensatory mitigation. However, no mitigation banks are available the serve the project area. The next preferred method of compensatory mitigation is the purchase of in-lieu fee program credits; the project area is not located within the service area of an in-lieu free program. The next preferred method of permittee responsible mitigation (PRM). “Compensatory mitigation can be carried out through four methods: the restoration of a previously-existing wetland or other aquatic site, the enhancement of an existing aquatic site’s functions, the establishment (i.e., creation) of a new aquatic site, or the preservation of an existing aquatic site” (40 CFR 230).

The applicant proposes to mitigate for losses of jurisdictional waters of the United states with a combination of restoration, establishment of seagrass beds, enhancement of existing wetlands and hard substrate, and preservation of a large functioning high value Live Oak - Redbay Woodland/pothole wetland forest. This mitigation plan meets the stated regulatory goals of watershed habitat diversity, habitat connectivity, retaining and improving hydrologic resources, enhancing ecological benefits and compatibility with existing land use. This plan also has a high probability of successfully replacing lost functions and services within the watershed.

To compensate for the impacts to 8.86 acres of submerged aquatic vegetation and 0.95 acres of estuarine wetland, Moda proposes to construct an approximate 2,000-foot rock breakwater to decrease wind and wave action, providing protection to a high energy shoreline currently supporting more than five acres of estuarine wetland immediately landward of the breakwater structure, as well create conditions conducive to seagrass establishment. The rock breakwater will also provide hard substrate for establishment of oysters and associated marine organisms (aquatic resource enhancement). Following construction of the rock breakwater, Moda will plant 20 acres of seagrass landward of the structure within unvegetated bay bottom that historically supported dense seagrass beds. Further, Moda will preserve 70 acres of on-site forested high value land that includes a mosaic of pothole wetlands.

Addressing the Needs of The Watershed or Region

All components of the proposed mitigation plan address the needs of the watershed and provide significant valuable contributions to aquatic resources, seagrass, wetlands, shellfish, shoreline protection and water quality.

Seagrass Mitigation Site

The proposed seagrass mitigation site meets the needs of the watershed in multiple ways. The proposed mitigation plan includes the construction of a rock breakwater adjacent to Sunset Lake. The GLO’s Texas Coastal Resiliency Master Plan (GLO, 63) includes this area of shoreline as


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needing wetland protection and/or shoreline stabilization, stating, “Living shorelines, or shorelines that combine stone armoring with vegetative buffers for two levels of stabilization, are recommended improvements.” A review of historical aerial imagery determined that this area of shoreline has in fact suffered from historical erosion. Figure 2 provides a 1961 Google Earth image with an overlay of the 2020 shoreline. Approximately 130 feet of shore has eroded during the 59-year period, a rate of 2.2 feet per year. The proposed mitigation plan achieves the GLO initiative. Also, the proposed breakwater provides substantial intertidal hard substrate for the recruitment of oysters and other marine organisms.

As Figure 3 also depicts, this area of shoreline previously supported dense seagrass beds. The small yellow circles on the image depict the extent of the current seagrass within this area, while the large yellow boundary depicts the proposed planting area.

Figure 3 – Shoreline Erosion

The seagrass beds, once established, will also contribute to the watershed needs by providing:

− Increased habitat acreage and quality, nursery areas for fish and other marine organisms,and food sources for numerous other wildlife species.

− Improved water quality through nutrient uptake and retention and sediment trapping.− Carbon sequestration, “seagrass ecosystems are among the most significant natural carbon

sinks worldwide, since they can sequester significant amounts of carbon, store it as organiccarbon (Corg) in the sediments for long periods of time.” (Ricart, 2020). “Many factorsinfluence the exact amount of carbon that can be taken up by a seagrass meadow, but roughcalculations show that if we restore one hectare of seagrass, it would correspond to at leastten hectares of dry-land forest and even as much as 40.” (Holmer, 2018). A twenty-acreseagrass site is equivalent to roughly 8.09 hectares and based up Dr. Holmer’s research thecarbon sequestration would be the equivalent to a dry-land forest ranging between 80.9(199.9 acres) to 323.6 hectares (799.6 acres).

− Shoreline erosion protection by stabilizing sediments and wave energy absorption.− Reduced erosion of existing wetlands behind the breakwater.

Preservation Area

The proposed 70-acres of upland Live Oak -Redbay Woodland/pothole wetland preservation also meet the needs of the watershed. Trees and forests have long been recognized as a key component to any healthy watershed. Further, the southern tip of Live Oak Peninsula and the Aransas National

2020 Shoreline


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Wildlife Refuge has been described as the only major concentrations of relatively undisturbed live oak brush pothole habitat occurring within the strandplain (Collins, 1987), and is an imperiled plant community at global and state levels (Smith, et al, 2019). The applicant’s property in combination with the adjacent 529-acre property to the north represent the vast majority of this remaining habitat within the southern tip of the Live Oak Peninsula area. The 529-acre property is non-jurisdictional and threatened for imminent development. Protecting not just forest, but this unique and valuable forested upland/pothole wetland habitat in this area is critical to maintaining high value habitat and water quality in the area. Forested land, especially adjacent to waterbodies, provides numerous significant benefits including:

− Canopy cover intercepts rainfall. “In a North Carolina Watershed study (Kays, 1980) themean soil infiltration rate went from 12.4 in/hr to 4.4 in/hr when a site was converted fromforest (duff layer on soils) to suburban turf. Other studies (Bharati et al., 2002) have foundsimilar results when comparing hourly infiltration rates and soil bulk density of forestedareas with crops and grazed pasture.” (Cotrone, 2015). The water infiltration within theforest system prevents fast moving water from eroding soils into the bay system.

− Natural stormwater management to the area.

− A filtering system for the removal of nitrates and phosphates and other contaminates beforethey enter the bay system due to the land’s position adjacent to a subdivision and south ofa roadway.

− Groundwater recharge, which is enhanced beyond the value of a traditional forest by thepresence of the pothole wetlands. The groundwater recharge is of vital importance to theadjacent estuarine wetland area and submerged aquatic vegetation.

− Preservation of a threatened and extremely valuable migratory bird habitat, insect,amphibian, reptile and other wildlife habitat that is very rapidly declining within the area.

− Preservation of a mosaic of pothole wetlands, an extremely valuable habitat beingthreatened by development across Texas.

− Removal of gaseous air pollutants by uptake.

− A reduction in the acreage of impervious surfaces that can be developed in this area.Additional impervious surface leads to future water quality degradation as fast-movingwaters carry nutrient loads and other pollutants from nearby landscapes into the watercolumn.

In addition to ensuring that significant contributions to the watershed are realized in perpetuity, the preservation area also provides significant contributions to the adjacent residential subdivision. The forested land provides a natural visual aesthetic between Moda’s commercial site and the adjacent residential subdivision and also reduces the noise levels reaching the subdivision. Studies estimate that for every 100 feet of buffer area, noise is reduced by five to eight decibels (Bentrup, 94).


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II. SITE SELECTION

Preservation Site

The on-site preservation area was selected because of its unique and valuable habitat, its proximity to the nearby estuarine wetlands and waters, and its proximity to the adjacent residential subdivision. The preservation of this area provides the best natural buffer with all of the biological, ecological and aesthetic benefits best serving fish and wildlife and the public. The preservation of this threatened and high value area in perpetuity also ensures that the water quality functions as well as the aesthetic functions of the preservation area are fully realized.

Seagrass Mitigation Site

To begin the site selection process for a seagrass mitigation site, a desktop analysis was completed for Aransas Bay, Redfish Bay, Nueces Bay and Corpus Christi Bay systems. Upon completion of the desktop analysis, eight potential mitigation sites were advanced for consideration and evaluation. Site reconnaissance surveys were completed for each of the eight sites to ground truth the desktop review. Table 2 provides a summary of how well each site met the siting criteria and Figures C through J provide an overview of each site that was considered.

The siting and ranking criteria included consideration of the following factors:

A. Location within the watershed• The selected site should be within the same watershed as the impact site. Sites with

the same 12-digit HUC as the impact area were ranked highest.

B. Unvegetated bay bottom elevations/Need for fill material• Unvegetated bay bottom elevations should be within the typical range for seagrass

establishment. Sites requiring the least amount of fill material were ranked highest.

C. Extent of existing nearby seagrass• Sites where nearby persistent seagrass beds were present were given priority due to

the availability of seed sources to enhance likelihood of denser propagation. Siterankings were determined by the distance to the nearest dense persistent seagrassbeds.

D. Substrate type• Areas with sandy bay bottoms were given the highest ranking.

E. Proximity to the proposed project location for beneficial use• If it became necessary to include a beneficial use component to create a mitigation

site with suitable elevations for planting, the proximity to the proposed projectlocation would be a considerable factor. Sites were given the highest ranking basedupon the distance it would require laying a dredge pipeline from the project site tothe mitigation site.

F. Adjacent property ownership and land use• Adjacent property ownership and land use was considered to ensure that the project

was consistent with the adjacent land use, did not interfere with littoral


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developments, would not likely experience significant anthropogenic disturbances, and could offer additional benefits to the adjacent land. Sites adjacent to undeveloped properties with shoreline wetlands were given the highest rankings.

G. Existing known encumbrances• Areas of the bay with significant oil and gas interests present, such as pipelines and

wells, were ranked lower to prevent impacts to the mitigation site duringmaintenance activities. Also, areas where known easements or other active projectswere present were ranked lower. Areas with no know encumbrances were given thehighest rankings.

Table 2 Analysis of Mitigation Site Alternatives

Analysis of Mitigation Site Alternatives

Siting Criteria Site

Shell Ridge Road

Ransom Point

La Quinta Island

Ransom Island

Dagger Island

Stedman Island

Nueces Bay

Sunset

Lake*

Watershed Location 2 2 3 2 2 2 2 3

Existing Bay Bottom Elevations/Need for Fill Material

3 1 2 1 2 3 3 3

Extent of Existing Nearby Seagrass 2 3 1 3 3 3 0 3

Substrate Type 3 3 2 3 3 3 3 3

Proximity to Project for Beneficial Use 0 3 3 3 3 2 0 2

Adjacent Property Ownership and Land Use

0 3 1 3 3 2 1 3

Encumbrances 1 3 1 3 1 1 3 3

TOTAL SCORE 11 18 13 18 17 16 12 20

Note: Each alternative was ranked 1 – 3 based upon how adequately it met each criterion. A score of 0 indicates that it did not meet the criteria, a score of 1 indicates that the criteria was poorly met, 2 it partially met the criteria, and 3 the criteria was fully met. *Proposed mitigation site.


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1. Shell Ridge Road

The Shell Ridge Road site is located in Aransas Bay, Aransas County, Texas, approximately 16 miles from the project site. The site is approximately 71 acres situated on GLO owned submerged land. The substrate at this location consists primarily of sand but also has some shell hash present. Small established seagrass beds are present within the area.

Figure 4 – Shell Ridge Road

2. Ransom Point

The Ransom Point site is located within Redfish Bay, Nueces County, Texas, approximately 4.7 miles from the project site. The site is approximately 54.5 acres, on GLO submerged land and land owned by Aransas Pass Navigation District. Established seagrass is present within the area.

Figure 5 - – Ransom Point


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3. La Quinta Island

The La Quinta Island site is located within Corpus Christi Bay, Nueces County, Texas, 3 miles from the project site along an existing dredge material placement area. The site is approximately 82.5 acres, on GLO submerged land. The substrate is predominately sand with some clay present. There are not any nearby established seagrass beds.

4. Ransom Island

The Ransom Island site is located within Redfish Bay, Nueces County, Texas, approximately 5.6 miles from the project site. The site is approximately 158.7 acres. None of the site’s existing elevations were desirable for seagrass establishment. The substrate consisted of sand and there are nearby established seagrass beds.

Figure 6 – La Quinta Island

Figure 7 - Ransom Island


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5. Dagger Island

The Dagger Island site is located within Redfish Bay, Nueces County, Texas, approximately 3 miles from the project area, and situated on GLO submerged land. The site is approximately 70.7 acres. The existing substrate is predominately sand with some shell hash present. There are nearby established seagrass beds.

6. Stedman Island

The Stedman Island site is located within Redfish Bay, Nueces County, Texas, approximately 7.5 miles from the project area, situated on GLO submerged land. The site is approximately 103.8 acres. The substrate is predominately sand with some clay. There are nearby established seagrass beds.

Figure 8 – Dagger Island

Figure 9 – Stedman Island


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7. Nueces Bay

The Nueces Bay site is located within Nueces Bay, San Patricio County, Texas, approximately 15.6 miles from the project area, situated on GLO submerged land. The site is approximately 60 acres all at suitable elevations for seagrass establishment. The substrate is predominately mud with some shell hash and shell. There are only small sparse seagrass beds nearby.

8. Sunset Lake

The Sunset Lake site is located within Corpus Christi Bay, Nueces County, Texas, approximately 11 miles from the project area. The site is situated on PCCA-owned submerged land. The site is approximately 65 acres all at suitable elevations for seagrass establishment. The substrate is predominately sand. There are nearby established seagrass beds.

Figure 10 – Nueces Bay

Figure 11 - Sunset Lake


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Based upon the assessment of the desktop data, it was determined that the preferred seagrass mitigation site was the Sunset Lake site situated on Port of Corpus Christi Authority (PCCA) property.

To further determine suitability as well as the proposed planting area within the site, additional field data were collected. Surveys included the required delineation of waters of the United States, seagrass surveys, collection of water and substrate for laboratory analysis, and bathymetry surveys. In addition to site surveys in areas likely to be proposed for planting, surveys were completed behind the adjacent GLO breakwater and within adjacent natural unprotected seagrass beds to collect a baseline dataset for the area.

It is well documented that light penetration is a critical component to thriving seagrass beds. A National Oceanic and Atmospheric Administration (NOAA) report determined that light penetration is the most important factor stating, “Light penetration is the most important factor affecting seagrass growth and survival and is reduced whether directly or indirectly by three major sources of light attenuation:

1) Chlorophyll and microalgal or macroalgal blooms due to nutrient enrichment,2) Suspended sediments and,3) Color due to dissolved organic material.” (Kenworthy, W., 1991)

To begin comparisons of the major sources of light attenuation at potential planting sites to those at the existing seagrass beds chlorophyll a and particle size were analyzed.

Chlorophyll a Analysis Figure 12 – Chlorophyll a Sample Locations


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Table 3 Chlorophyll a Results

Chlorophyll a Results

Sample Collection Date

July 16, 2020 C1 C2 C3 C4 C5

Chlorophyll a

(mg/m3) 7.4 7.4 8.2 2.4 8.6

NOTE: Enco Laboratories completed the chlorophyll a analysis according to the SM 10200 method.

Chlorophyll a concentrations are an indicator of phytoplankton abundance and biomass in the water column. Persistent high levels of chlorophyll a levels can indicate high numbers of phytoplankton and free floating macroalgae which can limit light availability. While the concentration of chlorophyll a can fluctuate over time, the laboratory results show that the levels within the proposed planting area do not exceed those at thriving seagrass beds.

Particle Size Analysis

Excessive suspended sediments also contribute to poor seagrass growth. To determine the bay bottom substrate type and silt content, samples were collected and submitted to Eurofins TestAmerica laboratory for particle size analysis. Figure 4 depicts the sample locations for this analysis and Table 3 provides a summary of the results. As expected, where seagrass is present, a higher silt content is also typically present due to the sediment trapping properties of the seagrass beds. However, overall, the existing substrate within the proposed mitigation site is consistent with substrate in areas where seagrasses are naturally present. Figure 13 – Particle Size Sample Locations


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Table 4 Particle Size Analysis

Elevation Analysis

Seagrass at the impact site was documented at elevations ranging from -0.7 feet NAVD 88 to -4.9 feet NAVD 88. Seagrass documented within the seagrass beds near the proposed mitigation site as well as behind the GLO breakwater range from +0.9 feet NAVD 88 to -1.5 feet NAVD 88. Elevations within the proposed mitigation site range from +0.7 feet NAVD 88 to -2.6 feet NAVD 88. The conservative elevation range at the mitigation site increases the likelihood of seagrasssuccess after construction of the breakwater and planting are completed.

Site Selection Summary

As the data outlines, the conditions within the proposed planting area are similar in elevation, substrate, and other features as those at the adjacent natural seagrass beds. The analysis also found that conditions at the proposed planting area are similar to those found behind the GLO breakwater where significant natural seagrass beds occur.

Further, the proposed site is situated such that the western limit of the proposed breakwater structure is more than 750 feet from eastern limit of the existing GLO breakwater. The purpose of constructing the breakwater a sufficient distance from the existing breakwater was to reduce the likelihood of geomorphic changes including scour and deposition between and landward of the

Particle Size Analysis

Location Sample Point Coarse Sand

Medium Sand Fine Sand Total %

Sand

Total %

Silt

Total %

Clay

Total %

Gravel

BGB S01 0.7 1.7 81.6 84.0 11.6 4.4 0.3

BGB S02 0.0 0.3 83.3 83.6 12.8 3.6 0.0

BGB S03 0.0 0.3 81.0 81.3 14.0 4.7 0.0

UBB S04 0.1 0.3 96.3 96.7 0.7 2.6 0.0

ESB S05 0.0 0.4 59.6 60.0 35.4 4.6 0.0

UBB S06 0.1 0.2 94.7 95.0 2.0 3.0 0.0

UBB S07 0.0 0.2 95.2 95.4 1.9 2.7 0.0

PPA S08 0.0 0.3 94.6 94.9 2.5 2.6 0.0

PPA S09 0.1 0.5 90.4 91.0 6.2 2.8 0.0

PPA S10 1.7 3.6 81.0 86.3 7.0 6.4 0.3

UBB S11 0.0 0.3 96.5 96.8 0.3 2.9 0.0

UBB S12 0.5 0.7 94.8 96.0 1.9 2.1 0.0

ESB S13 0.2 0.6 74.9 75.7 21.5 2.8 0.0

UBB S14 0.7 1.1 94.7 96.5 1.3 1.7 0.4

UBB S15 0.1 0.2 94.4 94.7 2.7 2.6 0.1

UBB S16 0.0 0.3 85.3 85.6 11.7 2.7 0.0

UBB S17 0.1 0.2 96.3 96.6 1.3 2.1 0.0

Location Key

BGB = Behind GLO breakwater

PPA = Within proposed planting area.

ESB = Within existing seagrass bed

UBB = Unvegetated bay bottom


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structures. The final breakwater placement location, configuration, and dimensions will be determined based upon final engineering.

III. SITE PROTECTION INSTRUMENT

The permittee is negotiating a land use agreement with PCCA, owners of the submerged land. PCCA will retain ownership of the land and the legal agreement will include conditions that PCCA protect the site in perpetuity. The submerged land is part of 1,600 +/- acres that PCCA designated for habitat creation, restoration and enhancement projects and as such PCCA is dedicated to site protection.

For protection in perpetuity of the forested preservation area, the permittee will establish a third party conservation easement with the Coastal Bend Bays and Estuaries Program (CBBEP). CBBEP will work with Moda and its constultant(s) to develop a Conservation Easement document. This document will include all necessary restrictive covenants and permit number to ensure the property is protected in perpetuity. The permittee will provide the Conservation Easement to the USACE for review and approval prior to recording in the property records of San Patricio County. A letter of commitment from CBBEP is included as Appendix B.

IV. BASELINE INFORMATION (IMPACT AND MITIGATION SITE)

Ecological Characteristics of the Impacted Site

BEI completed a survey at the proposed impact area and its vicinity. As depicted in Appendix A, Figure 2, the proposed impacts include 0.95 acres of estuarine wetland and 8.86 acres of submerged aquatic vegetation.

The entire estuarine wetland complex was approximately 9.89 acres total, along the shoreline of Corpus Christi Bay, predominately above the elevation of annual high tide. Approximately 8.94 acres of the wetland will be avoided by the proposed project and will remain intact to provide ecological functions to the watershed. The 0.95 acres of the estuarine wetland proposed for impacts generally consisted of saltgrass (Distichlis spicata, OBL), saltmeadow cordgrass (Spartina patens, FACW), common threesquare (Schoenoplectus pungens, OBL) and marsh fimbry (Fimbristylis castanea, OBL).

The submerged aquatic vegetation within the impact site survey area totaled 20.26 acres. The bay bottom was typically comprised of sand and the bay bottom elevations where seagrass was present ranged from -0.7 feet NAVD 88 to -4.9 feet NAVD 88. Dominant seagrass species documented within the 20.26-acre survey area were manatee grass (Syringodium filiforme), shoal grass (Halodule wrightii), and turtle grass (Thalassia testudinum). Clover grass (Halophila

engelmannii) species was present within the survey area but was only documented at four grab samples. Approximately 8.86 acres of seagrass within this survey area are proposed for impacts.

Ecological Characteristics of the Proposed Mitigation Site

The proposed preservation area consists of a 70-acre undisturbed Live Oak -Redbay Woodland/pothole wetland habitat. The habitat is dominated by Texas live oak trees (Quercus


17

fusiformis), redbay (Persea borbonia), and yaupon (Ilex vomitoria). The Texas Coastal Bend Live Oak -Redbay Woodland is classified by the Ecological Mapping Systems of Texas as “deep sand live oak forest and woodland” and is imperiled plant community at global and state levels (Smith, et al, 2019).

With regards to the proposed seagrass mitigation site, a survey was completed at the proposed mitigation site. Appendix A, Figure 3 provides the Mitigation Site Survey Results, and Appendix A, Figure 4 provides the survey results for the submerged land situated behind the existing GLO breakwater. The site primarily consists of submerged unvegetated bay bottom. Elevations within the proposed site range from +0.7 feet NAVD 88 to -2.8 feet NAVD 88. Table 4, above, provides the particle size analysis for the proposed mitigation site. The site typically consists of a fine sandy bay bottom with minor components of silt, clay and gravel present. The proposed placement area of the rock breakwater consists of approximately 1.8 acres of unvegetated sandy bay bottom, ranging in elevation from -0.7 feet NAVD 88 to -2.8 feet NAVD 88, with an average elevation of -1.81 feet NAVD 88.

V. DETERMINATION OF CREDITS

The applicant will compensate for the loss of 0.95 acres of estuarine wetland and 8.86 acres of submerged aquatic vegetation by creating/restoring an approximate twenty-six-acre submerged mitigation site. Within the site, the applicant will construct a rock breakwater and plant twenty acres of seagrass shoreward of the breakwater. The proposed mitigation will result in not less than 14 acres of submerged aquatic vegetation. The success criterion is to achieve not less than 70% seagrass coverage (20 acres planted X 70% coverage = 14 acres of seagrass restoration/creation). The result of the proposed seagrass mitigation site is equivalent to a ratio of 1.58:1 up-to 2.26:1. The applicant will also protect in perpetuity a 70-acre Live Oak -Redbay Woodland that includes a mosaic of pothole wetlands, an extremely valuable and threatened habitat, a ratio of 7.14:1 for all of the 9.81 acres of unavoidable impacts.

An appropriate functional assessment model is not available in this region of the Gulf Coast to quantify appropriate compensation. The basis of the suitability of the proposed mitigation was determined by completing a thorough analysis of the watershed needs and the likelihood of successful establishment of both on- and off-site, as well as in-kind, and out-of-kind mitigation to ensure the proposed mitigation resulted in diversity and no net loss. The permittee determined that the proposed compensatory mitigation satisfies the requirements for a permittee responsible mitigation plan. Based upon outlined mitigation objectives the permittee prioritized all available options to meet with the recommended mitigation priorities and watershed needs. See Section I. Mitigation Objectives above for further detailed discussions.

As stated in the federal mitigation guidelines (40 CFR § 230.93), the likelihood of success of the proposed compensatory mitigation is a primary factor in determining the adequacy of credits. Over the past 30 years, the applicant’s consultant, Belaire Environmental, Inc. (BEI), has performed more seagrass mitigation and restoration than any other practitioner in the United States (Thorhaug, A., et al 2013). This experience includes large, successful projects of 40-55 acres on the Texas Coast. Further, BEI has provided successful seagrass mitigation services to many private sector clients as well as the U.S. Army Corps of Engineers, U. S. Fish and Wildlife Service, Texas Department of Transportation, and other governmental entities. BEI has used its experience and


18

expertise to select and design the proposed seagrass mitigation plan. BEI conducted an extensive evaluation of alternatives and selected the proposed seagrass mitigation site because it possesses all of the necessary features to promote seagrass development. A detailed site evaluation and analysis of on-site and off-site data indicates that this plan will achieve success because

a) it is predominately a restoration project as the site historically supported significantseagrass beds (see Figure 3);

b) the breakwater will result in soil stability sufficient to support seagrass;c) water circulation and water clarity will be sufficient to support long-term, dense

populations of seagrass;d) soil composition is comparable to soils at nearby locations that support seagrass;e) shallow seagrass is present within and near the proposed mitigation site, indicating that

improved water clarity and reduced wave energy will encourage seagrass establishmentshoreward of the proposed breakwater; and

f) the site is at elevations that support healthy dense seagrass beds throughout the region.

The applicant’s proposed plan results in significant benefits to the watershed, proposes to establish seagrass in excess of the proposed impacts, provides a rock breakwater to protect an eroding wetland shoreline and provide hard substrate for potential oyster establishment, protects an ecologically valuable and threatened landscape, including pothole wetlands in excess of those being impacted. Overall, the applicants mitigation plan results in no net loss of aquatic resources.

VI. MITIGATION WORK PLAN

Geographic Boundaries

Moda’s property is situated just north of the Corpus Christi Ship Channel, along the La Quinta Ship Channel, just east of the community of Ingleside on the Bay and west of the Gulf Intracoastal Waterway (GIWW). The proposed preservation area is situated along the western perimeter of Moda’s property, just south of Main Street (Highway 1069), in Ingleside, San Patricio County, Texas. The proposed mitigation site is located within the vicinity of 27.832725, -97.217940.

The proposed seagrass mitigation site is located within the submerged waters of Corpus Christi Bay, south southwest of the Nueces Bay Causeway, US 181, Nueces County, Texas. Sunset Lake is situated immediately shoreward of the proposed mitigation site. The proposed mitigation site centroid point is located at 27.857115, -97.343124.

Construction Methods

Construction is not proposed for the forested preservation area.

To construct the proposed seagrass mitigation site a rock breakwater will be installed to attenuate wave energy, slow tidal currents along the shoreline, and provide protection from the prevailing southeast wind. Construction of this rock breakwater will provide conditions conducive for seagrass establishment. The average existing bay bottom elevation in the area of the proposed breakwater is approximately -1.81 feet NAVD 88. The precise dimensions and exact placement area will be developed as a result of the final engineering. However, the estimated final breakwater


19

height is +4.5 feet NAVD 88, making the typical height approximately 6.3 feet, constructed at a 2:1 slope, with a base width of approximately 40 feet, crest width of approximately 8 feet, and approximately 2,000 linear feet in length. As a result of these proposed dimensions, it is estimated that approximately 11,500 cubic yards of graded riprap will be necessary to construct the breakwater, resulting in approximately 8,300 cubic yards of jurisdictional fill below the annual high tide line. The breakwater is expected to be constructed from barges, and the crest may also be utilized for construction activities. The final engineering will determine the precise methods and feasibility of utilizing the breakwater crest during construction activities. As depicted in the delineation map, Appendix A, Figure 3, bay bottom elevations bayward of the proposed breakwater are sufficient for barge access to the site.

During construction all appropriate best management practices (BMPs) will be implemented. Silt curtains/turbidity curtains will be placed to protect all special aquatic sites within 500 feet of the construction area.

If feasible, the applicant will complete the mitigation site construction outside of the August to March wintering season for piping plover (Charadrius melodus) and red knot (Calidris canutus) species. If it is not feasible, the applicant will include a biological monitor on site to avoid impacts. Since mitigation site construction is proposed to occur from water this will further reduce the likelihood of shorebird impacts, and a biological monitor will be present during mitigation site construction activities.

If construction occurs during the whooping crane (Grus americana) wintering season, appropriate BMPs will be implemented. These BMPs will include stopping activity if a whooping crane is within 1000-feet of the project area and lowering equipment booms overnight.

In order to avoid impacts, or minimize any unavoidable impacts, to federally-listed species, construction and operations employees will (a) be advised that manatees may approach the proposed project area (b) be provided materials, such as a poster, to assist in identifying the mammal, (c) be instructed not to feed or water the animal, and (d) contact the onsite biological monitor who will contact U.S. Fish and Wildlife Service (Service) and the Texas Marine Mammal Stranding Network (TMMSN) if a manatee is sighted, and take appropriate measures to cease work if a manatee is sighted within the project area.

Construction and operations employees will also (a) be advised that sea turtles may approach the proposed project area (b) be provided materials, such as a poster, to assist in identifying the sea turtle, (c) be instructed not to feed or water the animal, and (d) take appropriate measures to cease work when necessary. Materials will be provided both in English and Spanish. The biological monitor will immediately report dead, injured or cold stunned sea turtles to the Texas Sea Turtle Stranding and Salvage Network (STSSN) at Padre Island National Seashore: 361-949-8173 ext. 226, or STSSN hotline: 866-887-8535 (866-TURTLE5).

Following the construction of the breakwater, the 20-acre site will be planted with a mix of seagrass species consistent with those at the impact site on not more than three-foot centers with appropriate seagrass species.


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Timing and Sequence:

The permittee will initiate the approved mitigation plan within six-months of jurisdictional impacts at project site. The permittee will first install the stone breakwater structure. It is anticipated that this structure will take approximately six months to construct. Concurrent with the construction of the breakwater, the permittee will begin Texas Parks and Wildlife (TPWD) coordination to obtain the necessary transplant permit. The TPWD permit is required to be submitted 30-days prior to planting. Once approved, the TPWD transplant permit is typically valid for 60 days. The permittee will plant the site within this 60-day period. Therefore, the permittee proposes that the mitigation site would be completely installed within nine to twelve months from the date of the impacts.

Connections to Existing Waters and Upland

The proposed mitigation site is within the subtidal waters of Corpus Christi Bay.

Methods for Establishing Plant Community

The proposed seagrass planting area within the mitigation site will range in elevation from -3.0 feet NAVD 88 to +0.7 feet NAVD 88 with an average elevation of -0.6 feet NAVD88. Based upon elevations and seagrass communities identified within reference bedsadjacent to the proposed mitigation site and at the impact site. The reference beds as wellas the beds at the impact site were used as a basis for achieving appropriate hydrologicalfeatures, planting elevations and plant community success criteria at the mitigation site.Planting at the mitigation site will be conducted after installation of the rock breakwater.Planting species will include species documented within the impact site and includemanatee grass, shoal grass, turtle grass, and clover grass. Harvesting and planting will beperformed generally according to the following guidelines:

1. Plant material will be borrowed from approved sources. The applicant will obtainthe necessary Texas Parks and Wildlife Department permit prior to conductingtransplanting activities.

2. No more than one 6-inch plug of source material per one square yard shall beobtained from the designated borrow areas. Incidental damage to borrow areas shallbe strictly avoided.

3. Complete photographic coverage of planting area taken immediately prior to andfollowing transplant activities will be submitted to the USACE and proper resourceagencies.

4. Plants will be temporarily stored in tubs of bay water until reaching the finaldestination. Harvested plant material will be protected from wind and sun duringtransport.

5. The corners of the planting site boundary will be staked with one-inch PVC pipefor identification purposes.


21

6. Seagrass species will be planted on 3-foot centers at a maximum. Each plantingunit will consist of a washed three-inch plug and will be securely embedded in theplanting surface. The stem-root interface will not protrude above, nor be more than2 inches below existing grade. The planting hole will be tightly closed around theplant and plants will remain with roots buried and leaves exposed to the watercolumn.

7. USACE shall be notified in writing upon initiation and completion of the plantingeffort.

Invasive Plant Control

The proposed mitigation site includes the planting of submerged aquatic vegetation. Texas Parks and Wildlife Department (TPWD) lists Giant Salvinia as an aquatic species of great concern. However, since salinities at the proposed mitigation site are in excess of those tolerated by this invasive species, it is not anticipated that invasive species will occur at the proposed mitigation site.

Proposed Grading Plan

No grading will be necessary. Existing seagrass in the immediate project area is typically growing at an elevation range up to +0.9 feet NAVD 88. The elevations within the proposed planting area are within this range. Elevations within the proposed planting area range from -3.0 to +0.7 feet NAVD 88.

Erosion Control Measures

The proposed mitigation site includes a rock breakwater to protect the site from prevailing southeast wind and wave action, creating conditions favorable for seagrass establishment and for protection of more than five acres of eroding estuarine wetlands along the shoreline. The rock breakwater will protect the mitigation site as well as the adjacent shoreline from erosion. Once planted and established the seagrass within the mitigation site will provide the adjacent shoreline additional protection from erosional forces.

VII. MAINTENANCE PLAN

Once constructed the rock breakwater is expected to be very low maintenance. The permittee will inspect the breakwater during all monitoring events. If any damage is observed, the damaged area will be repaired. The proposed mitigation site is situated on PCCA submerged land and the land use agreement will further require that the structure remains in good repair.

VIII. PERFORMANCE STANDARDS

If vegetation survival does not achieve 50% survival during the 60-day monitoring, the mitigation site will be replanted to the original specifications within 60 days. Replanting or other corrective


22

measures will also occur if the site has not achieved 70% vegetation coverage at the time of the three-year monitoring event. Replanting may be undertaken sooner according to the adaptive management plan if the permittee determines it necessary.

Written monitoring reports will be submitted within 30 days of either the monitoring event or the replanting effort, if necessary. If mitigation monitoring reports describe performance standards not being met, the applicant, their environmental consultants, and the USACE will identify potential remedial actions including a timetable for accomplishing those remedial actions. The mitigation site will be considered to have met performance standards if there are at least two consecutive monitoring events that document 70% vegetative cover within the site.

IX. MONITORING REQUIREMENTS

60-Day Survival Survey:The applicant will monitor the area after initial planting. The first survey will occur 60 days aftercompletion of the initial planting. If 50% survival of the transplanted species is not achieved thesite will be replanted to original specifications. Subsequent coverage monitoring at the plantingsite is described below.

Six-Month and Annual Vegetative Coverage Monitoring and Reporting Requirements: A five-year monitoring study will be conducted following the initial planting. Monitoring efforts and subsequent progress reports containing pertinent information shall be submitted to the USACE at six-months and then annually for a period of five years following the original planting. All monitoring surveys and reports will conform to the requirements of the Regulatory Guidance Letter No. 08-03. Monitoring methods will be consistent will those normally accepted by the USACE. Additionally, the one- and five-year monitoring events will include turbidity readings from within the site as well as bathymetric survey data to document any elevational changes within the mitigation site.

X. LONG-TERM MANAGEMENT PLAN

Once the mitigation site has reached permitted success criteria and the USACE has determined that the mitigation has been successfully achieved, it is expected that the planted areas will be self-sustaining. The site will be protected in perpetuity by the land use agreement. If further long-term management efforts are required, the permittee will implement relevant components of the below described adaptive management plan.

XI. ADAPTIVE MANAGEMENT PLAN

The adaptive management plan establishes a framework for decision making as related to deficiencies observed within the mitigation site. Adaptive management efforts may include but are not limited to:

A. Installation of additional temporary wave barriers, any additional installations will occur onlywithin unvegetated bay bottoms and utilize all BMPs so that no new impacts occur to any sensitiveresource.


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B. Additional planting efforts, as necessary. If additional replanting is required, it will becompleted in the same manner as outlined in Section 6e, above.

C. Expansion of the planting area. In the event that particular higher or lower elevations are notsuccessfully establishing, the permittee may extend the planting area to unvegetated bay bottomsituated to the east and/or west within the appropriate elevation range.

D. Other management efforts determined necessary resulting from the monitoring data. Alladaptive management actions will be documented within the next required monitoring report.

XII. FINANCIAL ASSURANCES

Financial assurances for the mitigation site will be provided by the applicant. Financial assurances will be in the form of bond measures. Moda will ensure that appropriate funding is in place giving consideration to costs associated with the land, planning, design, and engineering, construction and planting, monitoring and maintenance, reasonably foreseeable corrective measures, contingencies, legal and administrative measures. Financial assurances will be in place prior to commencing work in waters of the United States and will be phased out as the project meets performance milestones. The financial assurance instrument will not be terminated or allowed to expire without providing at least a 120-day notice to the USACE.

Moda will secure two bonds as follows.

Bond 1, Construction Assurance Bond - Since the project proposes to construct a rock breakwater, it is generally accepted that they are stable, long-term structures that require little to no maintenance. Therefore, Moda proposes to release this bond upon agreement that the as-built breakwater survey meets with USACE approval. Upon completion of the as-built construction, Moda will submit the survey and notify the USACE that construction has been completed and provide the 120-day notice to release this bond.

Bond 2, Performance Assurance Bond – This bond would remain in place until the project is determined successful based upon all success criteria outlined within this plan. The performance assurance covers all mitigation project costs less breakwater construction.


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XIII. LITERATURE CITED

Bentrup, G. 2008. Conservation Buffers—Design guidelines for buffers, corridors, and greenways. Gen. Tech. Rep. SRS–109. Asheville, NC: U.S. Department of Agriculture, Forest Service, Southern Research Station. 110 p.

Code of Federal Regulations, Processing of the Department of the Army Permits, Title 33, Chapter II, Part 325. 1999.

Code of Federal Regulations, Compensatory Mitigation for Losses of Aquatic Resources, Title 33, Chapter II, Part 332. 2008.

Collins, K. D. 1987. The distribution, status and ecological value of inland pothole wetlands associated with the live oak brush community in south Texas. Corpus Christi, TX: Ecological Services, Fish and Wildlife Service, U.S.

Department of the Interior.

Cotrone, Vinnie. “The Role of Trees and Forests in Healthy Watersheds.” Penn State Extension, 17 Aug. 2015, extension.psu.edu/the-role-of-trees-and-forests-in-healthy-watersheds.

General Land Office, Texas Coastal Resiliency Master Plan, 2019, accessed at https://coastalstudy.texas.gov/resources/files/2019-coastal-master-plan.pdf, June 2020.

Holmer, Ph.D., Marianne. “Underwater Meadows of Seagrass Could Be the Ideal Carbon Sinks.” Smithsonian Magazine, 1 Nov. 2018, www.smithsonianmag.com/science-nature/underwater-meadows-seagrass-could-be-ideal-carbon-sinks-180970686.

Kenworthy, W. Judson and Daniel E. Haunert (eds.). 1991. The light requirements of seagrasses: proceedings of a workshop to examine the capability of water quality criteria, standards and monitoring programs to protect seagrasses. NOAA Technical Memorandum NMFS-SEFC-287.

Ricart, A.M., York, P.H., Bryant, C. et al. High variability of Blue Carbon storage in seagrass meadows at the estuary scale. Sci Rep 10, 5865 (2020). https://doi.org/10.1038/s41598-020-62639-y

Smith, Elizabeth A., et al. Texas Coastal Bend Live Oak – Red Bay Community Conservation Plan. Coastal Bend Bays and Estuaries Program, June 2019.

Thorhaug, A., et al. Seagrass Restoration in Texas Estuaries: Successful long-term sustained restored meadows. Physiological Section, Botanical Society of America, July 2013.


https://coastalstudy.texas.gov/resources/files/2019-coastal-master-plan.pdf

http://www.smithsonianmag.com/science-nature/underwater-meadows-seagrass-could-be-ideal-carbon-sinks-180970686

http://www.smithsonianmag.com/science-nature/underwater-meadows-seagrass-could-be-ideal-carbon-sinks-180970686

Appendix A Figures


Figure 1. Project Vicinity Map


Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo,MapmyIndia, © OpenStreetMap contributors, and the GIS User Community

Project Vicinity

PREPARED BY:BELAIRE ENVIRONMENTAL, INC. PO

BOX 741, ROCKORT, TX 78381September 11, 2020 page ____ of

____

APPLICANT:MODA INGLESIDE OIL TERMINAL, LLC

POC: Clayton CurtisIngleside, San Patricio County, Texas

Notes:-Prepared by: Belaire Environmental, Inc., Sept.11, 2020 (SKF).-Basemap Source: Esri, World Topographic Map.-For planning and permitting purposes only, not for construction.

¯

0 10

Miles

Vicinity Map

Mitigation Site Vicinity

Project Vicinity


Figure 2. Proposed Impacts


Proposed Indirect ImpactEstuarine Emergent Wetland

Approximately 0.15-Acres

Proposed Direct ImpactEstuarine Emergent Wetland


Proposed Direct ImpactSubmerged Aquatic Vegetation


AHTL+2.58 Feet NAVD 88

MHW+0.79 Feet NAVD 88

LegendAHTL

MHWL

Proposed Dredge Area

Indirect Impact

Direct Project ImpactsHabitat Type

Seagrass

Wetland

Site Plan OverviewSite Plan Overview

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Unavoidable Project ImpactsModa Ingleside Oil Terminal, LLC

SWG-1995-02221Ingleside, San Patricio County, Texas

NOTES:--Prepared by: Belaire Environmental, Inc., Sept. 11, 2020 (HER).Basemap Source: NAIP 0.5 meter aerial imagery, obtained fromTNRIS, Nueces County, 2015.-For planning and permitting purposes only, not for construction.

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0 300 600Feet


Figure 3. Mitigation Site Survey Results


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Sunset Lake

Corpus Christi Bay

LegendSeagrass Sample Point

BreakwaterP

Planting_Area

Existing Seagrass

AHTL

MHWL

Notes:-Each sample point indicates elevation, presence or absence of seagrass, sedimentdepth and type.

-Letters to the right of the substrate represent as follows:- x: No vegetation present- h: Sparse (<33% Coverage) Shoalgrass-H: Moderately Dense (33% to 67% Coverage) Shoalgrass-H+: Dense (>67% Coverage) Shoalgrass

-Annual High Tide Line (AHTL) was determined to be +2.85 feet NAVD 88, based ona 10-year average, a previoulsy approved USACE method.-Mean High Water Line (MHWL) was determined to be +1.01 feet NAVD 88, obtainedfrom NOAA Tides and Currents Lexington Station.

Notes:-Prepared by: Belaire Environmental, Inc., Sept. 11, 2020 (JAM).-Basemap Source: NAIP 0.5 meter aerial imagery, obtainedfrom TNRIS, Nueces County, 2015.-For planning and permitting purposes only, not for construction.

¯

0 200 400

Feet

Mitigation Site SurveyModa Ingleside Oil Terminal, LLC

SWG- 1995-02221 Ingleside, San Patricio County, Texas Sediment Data Key:

Types of Sediment:s= sandsh= shell hashsm= sandy mudm= mudrr= rock/riprap

AHTL (+2.85 Feet NAVD 88)

MHWL (+1.01 Feet NAVD 88)

Seagrass Data Key:Types of Seagrass:h= Shoalgrass (Halodule wrightii)m= Manatee grass (Cymodocea filiformis)t= Turtle grass (Thalassia testydinum)c= Clover grass (Halophilla engelmanii)

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Figure 4. Reference Site Survey Results


2.6 shore2.6 shore2.2 shore2.4 shore

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0.5 xHh/0.0/s

0.7 hxH/0.0/s

1.0 xxx/0.0/s

1.2 hxh/0.0/s

1.4 xxx/0.0/s

1.2 HhH/0.0/s

1.1 xxx/0.0/s

0.9 xxx/0.0/s

1.1 xxx/0.0/s

0.8 hxx/0.0/s

0.6 HHh/0.6/s

0.0 xxx/0.0/s

0.0 xxx/0.0/s

0.1 hxx/0.0/s

0.3 xxx/0.0/s

0.6 xxx/0.0/s

0.2 xxx/0.0/s

0.4 xxx/0.0/s

0.4 Hhx/0.0/s

0.1 xxx/0.0/s

0.6 xxx/0.0/s

0.7 xxx/0.0/s

0.3 xxx/0.0/s

0.1 xHx/0.0/s

0.1 hhh/0.0/s

0.2 xxx/0.0/s

0.3 xxx/0.0/s

0.5 xxx/0.0/s

0.8 xxx/0.0/s

0.6 xxx/0.0/s

0.7 xxx/0.0/s

0.7 xxx/0.0/s

0.6 xxx/0.0/s

0.6 xxx/0.0/s

0.5 xxx/0.0/s

0.2 xxx/0.0/s 0.5 xxx/0.0/s

0.5 xxx/0.0/s

0.0 xxx/0.0/s

0.6 xxx/0.0/s

0.6 xxx/0.0/s

0.4 xxx/0.0/s

0.1 HHH/0.0/s

0.2 hhh/0.0/s

0.1 xhh/0.0/s

0.1 xhh/0.0/s

0.4 hHH/0.0/s

0.3 HHH/0.1/s

0.4 Hhh/0.0/s

0.1 xxx/0.3/s

0.7 xxx/0.0/s

0.6 xxx/0.0/s

0.7 HxH/0.0/s

0.4 hhh/0.1/s

0.5 HHH/0.0/s

0.5 HHH/0.0/s

0.4 hhh/0.0/s

0.2 HHH/0.0/s

0.2 hHH/0.0/s

-0.2 xxx/0.0/s

0.8 hhh/0.0/s

0.0 xxx/0.0/s

0.6 xxx/0.0/s

0.4 HHH/0.0/s

0.7 Hhh/0.0/s

0.4 HHH/0.0/s

0.2 HHH/0.0/s

0.2 HHH/0.0/s

0.1 xxx/0.0/s

0.2 hhh/0.0/s

0.2 hhh/0.0/s

0.0 hhh/0.0/s

0.2 hhh/0.0/s0.2 xxx/0.0/s

0.0 xxx/0.0/s

0.3 hhh/0.0/s

0.0 hxx/0.0/s

0.2 hhh/0.0/s

0.2 HHH/0.0/s

0.1 HHH/0.0/s

0.2 HHH/0.0/s

0.2 HHH/0.0/s

0.5 hHH/0.0/s

0.8 hhh/0.0/s

0.4 xxx/0.0/s

0.8 xxx/0.0/s

0.3 HHH/0.0/s

0.5 hhh/0.0/s0.3 HHH/0.0/s

0.3 HHH/0.0/s

0.2 HHH/0.0/s

0.3 HHH/0.0/s

0.2 HHH/0.0/s

0.2 hhh/0.0/s

0.1 xxx/0.0/s

0.1 xxx/0.0/s

0.2 xxx/0.0/s

0.1 xxx/0.0/s

0.3 xxx/0.0/s

0.9 xxx/0.0/s

0.7 xxx/0.0/s

0.5 xxx/0.0/s

0.5 xxx/0.0/s

0.5 xxx/0.0/s0.4 xxx/0.0/s

0.7 xxx/0.0/s

0.7 xxx/0.0/s

0.8 xxx/0.0/s

0.9 xxx/0.0/s

0.1 xxx/0.0/s

0.2 xxx/0.0/s

0.2 xxx/0.0/s

0.0 xxx/0.0/s

0.1 xxx/0.0/s

0.0 xxx/0.0/s

0.1 hhh/0.0/s

0.0 HHH/0.0/s

0.2 HHH/0.0/s

0.4 hhh/0.0/s

0.0 HHH/0.0/s

0.1 HHH/0.0/s

0.5 HHH/0.0/s

0.6 HHH/0.0/s

0.1 HHH/0.0/s

1.7 xxx/0.0/s

0.0 xxx/0.0/s

0.7 HHH/0.0/s

0.2 HHH/0.0/s

0.4 HHH/0.0/s

0.1 HHH/0.0/s

0.1 xhx/0.0/s

0.1 xhx/0.0/s

0.3 xxx/0.0/s

0.1 hhh/0.0/s

0.0 xxx/0.0/s

0.1 xxx/0.0/s

0.1 xxx/0.0/s

0.3 xxx/0.0/s

0.0 xxx/0.0/s

0.1 xxx/0.0/s

0.3 xxx/0.0/s

0.4 xxx/0.0/s

0.5 xxx/0.0/s

0.1 xxx/0.0/s

0.3 xxx/0.0/s

0.2 xxx/0.0/s

0.4 xxx/0.0/s

1.1 xxx/0.0/s

1.5 xxx/0.0/s

1.9 xxx/0.0/s

2.0 xxx/0.0/s

0.0 xxx/0.0/s

0.3 xxx/0.0/s

0.4 xxx/0.0/s

0.5 xxx/0.0/s

1.1 xxx/0.0/s

0.8 xxx/0.0/s

1.0 xxH/0.0/s

0.2 xxx/0.0/s

0.9 xxx/0.0/s

0.5 hhh/0.0/s

0.3 HHH/0.0/s

0.8 xxx/0.0/s

0.3 xxx/0.0/s

0.5 xxx/0.1/s

0.4 xxx/0.1/s

0.4 xxx/0.1/s

0.0 xxx/0.0/s

0.4 xxx/0.0/s

0.0 xxx/0.0/s

0.4 xxx/0.0/s

0.1 xxx/0.0/s

0.0 xxx/0.0/s

0.3 xxx/0.0/s

0.3 xxx/0.0/s

0.0 xxx/0.0/s

0.0 xxx/0.0/s

0.4 hhh/0.0/s

0.6 xxx/0.0/s

0.4 hhh/0.0/s

0.3 HHh/0.0/s

0.1 xxx/0.0/s

0.1 hhx/0.0/s

0.5 xxx/0.0/s

0.9 xxx/0.0/s

0.8 xxx/0.0/s

1.0 xxx/0.0/s

1.1 xxx/0.0/s

1.1 xxx/0.0/s

1.2 xxx/0.0/s

1.1 xxx/0.0/s

1.0 xxx/0.0/s

1.1 xxx/0.0/s

1.0 xxx/0.0/s

0.0 xxx/0.0/s

0.0 xxx/0.0/s

0.4 hhH/0.0/s

0.3 xxx/0.1/s

-0.1 xxx/0.4/m

-0.1 xxx/0.4/m

1.0 xxx/0.0/sh 1.1 xxx/0.0/rr

-0.3 xxx/0.0/s

-0.5 xxx/0.0/s -0.6 xxx/0.0/s

-0.1 xxx/0.0/s

-0.3 xxx/0.0/s

-0.5 xxx/0.0/s

-0.3 xxx/0.0/s

-0.2 xxx/0.0/s

-0.4 xxx/0.0/s

-0.4 xxx/0.0/s

-0.5 xxx/0.0/s

-0.3 xxx/0.0/s

-0.1 xxx/0.0/s

-0.1 xxx/0.0/s

0.1 H+HH/0.0/s 0.0 H+Hh/0.0/s

-0.6 hhh/0.0/s

-0.7 xxx/0.0/s

-0.4 hhh/0.0/s

-1.0 hhh/0.1/s

-0.7 xxx/0.0/s

-0.2 xxx/0.0/s

-0.5 hHh/0.0/s

-0.6 xxx/0.0/s

-0.1 HHH/0.0/s

-0.1 HHH/0.0/s

-0.4 xxx/0.0/s

-0.4 xxx/0.0/s

-0.1 xxx/0.0/s

-0.1 xxx/0.0/s

-2.4 xxx/0.0/s

-2.0 xxx/0.0/s

-1.4 xxx/0.0/s

-0.7 xxx/0.0/s

-0.1 xxx/0.0/s

-0.1 xxx/0.0/s

-0.1 hhh/0.0/s

-0.1 hhx/0.0/s

-0.2 xxx/0.0/s

-0.3 xxx/0.0/s

0.4 xxx/0.0/s

0.3 xxx/0.0/s

0.3 xxx/0.0/s

0.1 xxx/0.0/s

-0.3 xxx/0.0/s

-0.4 xxx/0.0/s

-0.3 xxx/0.0/s

0.6 xxx/0.0/sh

0.5 xxx/0.0/sh

0.8 xxx/0.0/sh

-0.6 xxx/0.2/m

-0.6 xxx/0.2/m

-1.0 xxx/0.0/s

-0.8 xxx/0.0/s

-0.6 xxx/0.0/s

-0.5 xxx/0.0/s

-0.9 xxx/0.0/s

-0.6 xxx/0.0/s

-0.3 xxx/0.0/s

-0.7 xxx/0.0/s

-0.2 xxx/0.0/s

-0.8 xxx/0.0/s

-0.2 xxh/0.0/s

-0.4 xhh/0.2/m

0.2 H+HH/0.0/s

0.6 HH+H/0.0/s

0.5 xHH+/0.0/s

-0.2 xxx/0.0/s

-0.2 xxx/0.0/s

-0.5 xxx/0.0/s

0.1 H+HH/0.0/s

0.0 H+HH/0.0/s

0.3 H+HH/0.1/s

0.7 xxx/0.0/sh

-0.1 xxx/0.0/s

-0.7 xxx/0.0/s

-1.6 xxx/0.0/s

-2.3 xxx/0.0/s

-2.1 xxx/0.0/s

-1.5 xxx/0.0/s

-1.6 xxx/0.0/s

-1.8 xxx/0.0/s

-2.3 xxx/0.0/s

1.1 xxx/0.0/wdo

1.2 xxx/0.0/wdo

-0.4 xxx/0.0//s

-0.7 xxx/0.2/sm

-1.1 xxx/0.2/sm

-0.3 HHH/0.1/sm

0.1 HH+H+/0.0/s

0.3 H+H+H/0.0/s

0.4 HH+H+/0.0/s

0.2 HH+H+/0.0/s

0.2 H+H+x/0.0/s

-0.4 HHH/0.2/sm

0.0 H+H+H+/0.4/s

0.2 H+H+H+/0.0/s

0.1 H+H+H+/0.0/s

0.0 H+H+H+/0.0/s

0.2 H+H+H+/0.1/s

0.3 H+H+H+/0.1/s 0.3 H+H+H+/0.1/s

0.3 H+H+H+/0.2/s

0.2 H+H+H+/0.2/s

0.2 H+H+H+/0.0/s

0.1 HxH/0.0/s

0.0 xxx/0.0/s

0.3 hHh/0.0/s

0.3 xxx/0.0/s

0.6 xxx/0.0/s

0.5 xxx/0.0/s

0.6 xxx/0.0/s

1.0 xxx/0.0/s

0.9 xxx/0.0/s

0.6 xxx/0.0/s

0.7 xxx/0.0/s

0.4 hxH/0.0/s

0.4 xxH/0.0/s

0.6 hhH/0.0/s

0.5 hHh/0.0/s

0.5 xxx/0.0/s

0.6 HHh/0.0/s

0.7 HhH/0.0/s

0.5 xxx/0.0/s

0.4 xxx/0.0/s

0.0 xxx/0.4/s

0.8 xxx/0.2/s

-0.2 xxx/0.0/wdo

0.3 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.2 H+H+H+/0.0/s

0.1 H+H+H+/0.0/s

0.3 H+H+H+/0.0/s

0.3 H+H+H+/0.0/s

0.2 H+H+H+/0.0/s

0.2 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.3 H+H+H+/0.0/s

0.2 H+H+H+/0.0/s

0.4 H+H+H+/0.0/s

0.3 H+H+H+/0.1/s

0.4 H+H+H+/0.1/s

0.3 H+H+H+/0.1/s

-0.1 H+H+H+/0.0/s

-0.3 H+H+H+/0.0/s

-0.1 H+H+H+/0.0/s

-0.3 H+H+H+/0.2/s

-0.4 H+H+H+/0.2/s

-0.7 xxx/0.0/s

-0.4 xxx/0.0/s

-0.2 xxx/0.1/s

-0.7 xxx/0.1/s

-0.7 MMH/0.2/s

0.5 H+HH/0.0/s

1.8 xxx/0.0/s/tob

0.6 xxx/0.0/s/tob

-0.3 H+H+H+/0.0/s

-0.2 H+H+H+/0.1/s

1.3 xxx/0.0/s/tob

0.0 H+H+H+/0.2/sm

0.1 H+H+H+/0.2/sm

-2.4/xxx/0.0/s

-3.0/xxx/0.0/s

-3.5/xxx/0.0/s

-3.6/xxx/0.0/s

-4.2/xxx/0.0/s

-4.5/xxx/0.0/s

-5.9/xxx/0.0/s

-6.0/xxx/0.0/s

-0.3 xxx/0.1/s/tob-0.7 xxx/0.3/m/tob

-0.3 H+H+H+/0.2/sm

0.1 H+H+H+/0.1/s

0.1 H+H+H+/0.0/s0.1 H+H+H+/0.3/s

-0.6 xxx/0.2/sm/tob

-0.3 H+H+H+/0.1/s

-0.3 H+H+H+/0.3/s

0.1 hHH/0.0/s

0.2 xxx/0.0/s

-0.9 hhh/0.1/s

-0.4 xxx/0.0/s

-0.1 xxx/0.0/s

0.5 xxx/0.0/sh

-0.2 xxx/0.0/s

0.8 xxx/0.0/rr0.5 xxx/0.0/s

LegendSeagrass Sample Point

GLO_Seagrass

Notes:-Each sample point indicates elevation, presence or absence of seagrass,sediment depth and type.

-Letters to the right of the substrate represent as follows:- x: No vegetation present- h: Sparse (<33% Coverage) Shoalgrass-H: Moderately Dense (33% to 67% Coverage) Shoalgrass-H+: Dense (>67% Coverage) Shoalgrass

Sediment Data Key:Types of Sediment:s= sandsh= shell hashsm= sandy mudm= mudrr= rock/riprap

tob= toe of breakwaterwdo= whole dead

Seagrass Data Key:Types of Seagrass:h= Shoalgrass (Halodule wrightii)m= Manatee grass (Cymodocea filiformis)t= Turtle grass (Thalassia testydinum)c= Clover grass (Halophilla engelmanii)

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Notes:-Prepared by: Belaire Environmental, Inc., Sept. 11, 2020 (SKF).-Basemap Source: Google Imagery January 2020.-For planning and permitting purposes only, not for construction.

¯

0 200 400

Feet

GLO Reference Site SurveyModa Ingleside Oil Terminal, LLC

SWG-1995-02221Ingleside, San Patricio County, Texas


Figure 5. Mitigation Site Plan View


Sunset LakeSection View

Corpus Christi Bay

AHTL (+2.85 Feet NAVD 88)

MHWL (+1.01 Feet NAVD 88)

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8381

September 11

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LegendSection View

MHWL

AHTL

Breakwater

Planting Area

Existing Seagrass

NOTES:

-MHWL is approximately +1.01 Feet NAVD 88, obtained from NOAA Tides and Currents USS Lexington Station.-AHTL is approximately +2.85 Feet NAVD 88, based on a 10-year average, a previously approved USACE method.-Precise breakwater placement, configuration, and dimensions will be determined by final engineering and based upon site conditions.-Rock breakwater will be built to a typical +4.5 feet NAVD88 with an 8-foot crest. However, minor modifications may occur as a result of finalengineering.-Breakwater will be built via barge methods, and the existing La Quinta Channel will be utilized to access the site.-BMPs will be implemented during construction to protect special aquatic sites within 500 feet of construction.-Appropriate sea turtle and manatee protocols will be implemented during construction as outlined within the 12-step plan.

Notes:-Prepared by: Belaire Environmental, Inc., Sept. 11, 2020 (JAM).-Basemap Source: NAIP 0.5 meter aerial imagery, obtainedfrom TNRIS, Nueces County, 2015.-For planning and permitting purposes only, not for construction.

¯

0 300 600

Feet

Mitigation Site Plan View


Figure 6. Mitigation Site Section View


Section ViewModa Ingleside Oil Terminal, LLC

SGW-1995-02221Ingleside, San Patricio County, Texas

Notes:-All elevations are shown in Feet NAVD 88-MHWL is approximately +1.01 Feet NAVD 88, obtained from NOAA Tides and Currents USS Lexington Station.-AHTL is approximately +2.85 Feet NAVD 88, based on a 10-year average, a previously approved USACE method.-Precise breakwater placement, configuration, and dimensions will be determined by final engineering and based upon site conditions.-Rock breakwater will be built to a typical +4.5 feet NAVD88 with an 8-foot crest. However, minor modifications may occur as a result of final engineering.-Breakwater will be built via barge methods, and the existing La Quinta Channel will be utilized to access the site.-BMPs will be implemented during construction to protect special aquatic sites within 500 feet of construction.-Appropriate sea turtle and manatee protocols will be implemented during construction as outlined within the 12-step plan.-A mix of seagrass species will be planted within the 20-acre site on 3-foot centers, maximum.-For planning and permiting only, not for construction.-Prepared by Belaire Environmental, Inc. Sept. 11, 2020 (SKF). Not to Scale

Moda Ingleside Oil Termianal, LLCPOC: Clayton Curtis

Ingleside, San Patricio County, Texas

PREPARED BY:Belaire Environmental, Inc.

PO Box 741 Rockport, TX 78381 September 11, 2020 page___ of ___

+5+4+3+2+10-1-2-3-4-5-6-7

Feet NAVD 88Northwest

Southeast

580 Feet

3 Feet

Annual High Tide Line(AHTL +2.85 Feet NAVD 88)

Mean High Water Line(MHWL +1.01 Feet NAVD 88)

Planting Area(Approximately 20 Acres)

Existing Bay Bottom

+5+4+3+2+10-1-2-3-4-5-6-7

Feet NAVD 88 8 Feet Typical

40 FeetTypical Width

Proposed Breakwater Height(+4.5 Feet NAVD 88)


Figure 7. Preservation Area Overview


70-AcrePreservation Area

PREPARED BY:BELAIRE ENVIRONMENTAL, INC. PO

BOX 741, ROCKORT, TX 78381September 11, 2020 page ____ of ____

APPLICANT:MODA INGLESIDE OIL TERMINAL, LLC

POC: Clayton CurtisIngleside, San Patricio County, Texas

Notes:-Prepared by: Belaire Environmental, Inc., Sept. 11, 2020 (SKF).-Basemap Source: Google Earth, 2020.-For planning and permitting purposes only, not for construction.

¯

0 1,000

Feet

Preservation Area Overview


Appendix B. Conservation Easement Commitment


www.cbbep.org

March 23, 2021

Mr. Mark Pattillo USACE-Corpus Christi Field Office 5151 Flynn Parkway, STE 306 Corpus Christi, TX 78411

RE: Letter of commitment for Conservation Easement – Moda Ingleside Oil Terminal, LLC facility, Ingleside Texas. USACE Permit Application No. SWG-1995-02221

Mr. Pattillo,

Coastal Bend Bays & Estuaries Program (CBBEP) is committing to work with Moda Ingleside Oil Terminal, LLC (Moda) to establish a habitat conservation area being a minimum of 70 acres on the undeveloped portion of their property located adjacent to the community of Ingleside on the Bay, San Patricio County, Texas (see attached map). The final shape and acreage of the habitat conservation area is still to be determined but will, at minimum, include the areas shown on the map. This habitat conservation area will be protected into perpetuity through the grant of a Conservation Easement from Moda to CBBEP. The approved easement language will be executed by both Moda and CBBEP and will subsequently be recorded in the property records at the San Patricio County Courthouse in Sinton, Tx. After the document has been recorded CBBEP will provide a copy of the easement document to the USACE Corpus Christi Field office.

Through the process of developing the conservation easement area CBBEP will work in conjunction with Moda and their consultant, Belaire Environmental, Inc., to establish the following:

- Baseline Determination Report for the conservation area. This report will include maps of thearea, historic aerial photography, habitat descriptions, and photo points at the time of the grantof the easement.

- Conservation Easement document. This document will include all necessary restrictive covenants and permit number to insure the property is protected in perpetuity.

- Provide the Conservation Easement to the USACE for review and approval prior to recording inthe property records of San Patricio County.

CBBEP sees habitat value in the area to be conserved through the USACE Permit Application No. SWG-1995-02221. Habitat preservation and conservation in the Coastal Bend is at the core of the mission of the CBBEP.

If you have any questions or concerns, please feel free to contact me at (361) 336-0309 or email [email protected].

Sincerely,

Jake Herring Director of Land Conservation


mailto:[email protected]

ATTACHMENT B - PROJECT CONSTRUCTION NOTES SWG-1995-02221

MANATEE AND SEA TURTLE MEASURES 1. The permittee will do the following for its project construction and activities employees:

a. Advise employees that sea turtles and/or manatees may approach the proposed project area.

b. Provide materials, such as a poster, to assist in identifying these animals.

c. Instruct employees not to feed or water manatees. d. Report manatee sightings to the U.S. Fish and Wildlife Service at

(713) 542-1861 and the Texas Marine Mammal Stranding Network at (800) 962-6625.

e. Report only injured, cold stunned, or dead sea turtles to the Texas Sea Turtle Stranding and Salvage Network (STSSN).

2. Dredging operations would be done during warm weather months. 3. The permittee will abide by the Sea Turtle and Small tooth Sawfish

Construction Conditions during dredging operations. 4. Turbidity curtains will be used to contain waters in areas being dredged.

Jon Niermann, Chairman

Emily Lindley, Commissioner

Bobby Janecka, Commissioner

Toby Baker, Executive Director

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Protecting Texas by Reducing and Preventing Pollution

P.O. Box 13087 • Austin, Texas 78711-3087 • 512-239-1000 • tceq.texas.gov

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April 22, 2021 Mr. Mark Pattillo, Project Manager Galveston District CESWG-PE-RE U.S. Army Corps of Engineers P.O. Box 1229 Galveston, Texas 77553-1229 Re: USACE Permit Application No. SWG-1995-02221 Dear Mr. Pattillo: This letter is in response to the Statement of Findings (SOF) dated April 13, 2021, for the Joint Public Notice dated February 6, 2020, on the proposal by the applicant, Moda Ingleside Oil Terminal, LLC, to perform the following regulated activities necessary to make improvements to Berth 2A within the existing East Basin: increase the permitted width of the West Ship Basin from 390 feet wide to 475 feet to allow construction of new barge docks (Berths 7A, 7B, 7C, 8, and 9); add a 1,700-foot-diameter turning basin at the West Ship Basin entrance to the Corpus Christi Ship Channel; add a new deep-water ship dock in the West Ship Basin; and conduct maintenance dredging operations in both the East and West Ship Basins. The overall dredge footprint will be approximately 43 acres including side slopes, of which 32.8 acres will be at the proposed finished depth. Impacts are proposed to 8.86 acres of seagrass and 0.95 acre of emergent wetlands. The project is located on the north side of the Corpus Christi Ship Channel at 262 Coral Sea Road (formerly Naval Station Ingleside), Ingleside, San Patricio County, Texas. The Texas Commission on Environmental Quality (TCEQ) has reviewed the public notice and related application information along with the SOF. On behalf of the Executive Director and based on our evaluation of the information contained in these documents, the TCEQ certifies that there is reasonable assurance that the project will be conducted in a way that will not violate water quality standards. General information regarding this water quality certification, including standard provisions of the certification, is included as an attachment to this letter. To mitigate for the proposed impacts, the applicant will construct approximately 2,000 feet of rock breakwater to provide protection from high wave energy to a shoreline that supports more than five acres of adjacent estuarine wetlands as well as create conditions conducive to seagrass establishment. Following construction of the breakwater, the applicant will plant 20 acres of seagrass landward of the structure within the vegetated bay bottom that historically supported dense seagrass beds. Additionally, the applicant will preserve 70 acres of on-site forested land that includes a mosaic of pothole wetlands.

http://www.tceq.state.tx.us/

Mr. Mark Pattillo, Project Manager U.S. Army Corps of Engineers USACE Permit Application No. SWG-1995-02221 Page 2 April 22, 2021

The TCEQ has reviewed this proposed action for consistency with the Texas Coastal Management Program (CMP) goals and policies in accordance with the CMP regulations (Title 31, Texas Administrative Code (TAC), Section (§)505.30) and has determined that the action is consistent with the applicable CMP goals and policies. This certification was reviewed for consistency with the CMP's development in critical areas policy (31 TAC §501.23) and dredging and dredged material disposal and placement policy (31 TAC §501.25). This certification complies with the CMP goals (31 TAC §501.12(1, 2, 3, 5)) applicable to these policies. No review of property rights, location of property lines, nor the distinction between public and private ownership has been made, and this certification may not be used in any way with regard to questions of ownership. If you require additional information or further assistance, please contact Mr. C. Brad Caston, Water Quality Assessment Section, Water Quality Division (MC-150), at (512) 239-4711 or by email at [email protected] Sincerely,

Erika Crespo, Acting Deputy Director Water Quality Division Texas Commission on Environmental Quality EC/CBC/sea Attachment ccs: Mr. Clayton Curtis via email at [email protected]

Ms. Sara Flaherty via email at [email protected] Mr. Jesse Solis via e-mail at Federal [email protected]





Mr. Mark Pattillo, Project Manager USACE Permit Application No. SWG-1995-02221 Attachment – Dredge and Fill Certification Page 1 of 3

WORK DESCRIPTION: As described in the public notice dated February 6, 2020, and the April 13, 2021, Environmental Assessment and Statement of Findings. SPECIAL CONDITIONS: None GENERAL: This certification, issued pursuant to the requirements of Title 30, Texas Administrative Code, Chapter 279, is restricted to the work described in the April 13, 2021, Environmental Assessment and Statement of Findings and shall be concurrent with the Corps of Engineers (COE) permit. This certification may be extended to any minor revision of the COE permit when such change(s) would not result in an impact on water quality. The Texas Commission on Environmental Quality (TCEQ) reserves the right to require full joint public notice on a request for minor revision. If this application is a modification of an original permit or any modification thereof for which a special condition was cited by the Commission or a predecessor agency, such conditions shall remain valid. The applicant is hereby placed on notice that any activity conducted pursuant to the COE permit which results in a violation of the state's surface water quality standards may result in an enforcement proceeding being initiated by the TCEQ or a successor agency. STANDARD PROVISIONS: These following provisions attach to any permit issued by the COE and shall be followed by the permittee or any employee, agent, contractor, or subcontractor of the permittee during any phase of work authorized by a COE permit. 1. The water quality of wetlands shall be maintained in accordance with all applicable

provisions of the Texas Surface Water Quality Standards including the General, Narrative, and Numerical Criteria.

2. The applicant shall not engage in any activity which will cause surface waters to be

toxic to man, aquatic life, or terrestrial life. 3. Permittee shall employ measures to control spills of fuels, lubricants, or any other

materials to prevent them from entering a watercourse. All spills shall be promptly reported to the TCEQ by calling the State of Texas Environmental Hotline at 1-800-832-8224.

4. Sanitary wastes shall be retained for disposal in some legal manner. Marinas and

similar operations which harbor boats equipped with marine sanitation devices shall provide state/federal permitted treatment facilities or pump out facilities for ultimate transfer to a permitted treatment facility. Additionally, marinas shall display signs in appropriate locations advising boat owners that the discharge of sewage from a marine sanitation device to waters in the state is a violation of state and federal law.

5. Materials resulting from the destruction of existing structures shall be removed from

the water or areas adjacent to the water and disposed of in some legal manner.


6. A discharge shall not cause substantial and persistent changes from ambient

conditions of turbidity or color. The use of silt screens or other appropriate methods is encouraged to confine suspended particulates.

7. The placement of any material in a watercourse or wetlands shall be avoided and

placed there only with the approval of the Corps when no other reasonable alternative is available. If work within a wetland is unavoidable, gouging or rutting of the substrate is prohibited. Heavy equipment shall be placed on mats to protect the substrate from gouging and rutting if necessary.

8. Dredged Material Placement: Dredged sediments shall be placed in such a manner as

to prevent any sediment runoff onto any adjacent property not owned by the applicant. Liquid runoff from the disposal area shall be retained on-site or shall be filtered and returned to the watercourse from which the dredged materials were removed. Except for material placement authorized by this permit, sediments from the project shall be placed in such a manner as to prevent any sediment runoff into waters in the state, including wetlands.

9. If contaminated spoil that was not anticipated or provided for in the permit

application is encountered during dredging, dredging operations shall be immediately terminated and the TCEQ shall be contacted by calling the State of Texas Environmental Hotline at 1-800-832-8224. Dredging activities shall not be resumed until authorized by the Commission.

10. Contaminated water, soil, or any other material shall not be allowed to enter a

watercourse. Noncontaminated storm water from impervious surfaces shall be controlled to prevent the washing of debris into the waterway.

11. Storm water runoff from construction activities that result in a disturbance of one or

more acres, or are a part of a common plan of development that will result in the disturbance of one or more acres, must be controlled and authorized under Texas Pollutant Discharge Elimination System (TPDES) general permit TXR150000. A copy of the general permit, application (notice of intent), and additional information is available at:

http://www.tceq.texas.gov/permitting/stormwater/wq_construction.html or by contacting the TCEQ Stormwater Team at (512) 239-4671.

12. Upon completion of earthwork operations, all temporary fills shall be removed from

the watercourse/wetland, and areas disturbed during construction shall be seeded, riprapped, or given some other type of protection to minimize subsequent soil erosion. Any fill material shall be clean and of such composition that it will not adversely affect the biological, chemical, or physical properties of the receiving waters.


13. Disturbance to vegetation will be limited to only what is absolutely necessary. After

construction, all disturbed areas will be revegetated to approximate the pre-disturbance native plant assemblage.

14. Where the control of weeds, insects, and other undesirable species is deemed

necessary by the permittee, control methods which are nontoxic to aquatic life or human health shall be employed when the activity is located in or in close proximity to water, including wetlands.

15. Concentrations of taste and odor producing substances shall not interfere with the

production of potable water by reasonable water treatment methods, impart unpalatable flavor to food fish including shellfish, result in offensive odors arising from the water, or otherwise interfere with reasonable use of the water in the state.

16. Surface water shall be essentially free of floating debris and suspended solids that

are conducive to producing adverse responses in aquatic organisms, putrescible sludge deposits, or sediment layers which adversely affect benthic biota or any lawful uses.

17. Surface waters shall be essentially free of settleable solids conducive to changes in

flow characteristics of stream channels or the untimely filling of reservoirs, lakes, and bays.

18. The work of the applicant shall be conducted such that surface waters are

maintained in an aesthetically attractive condition and foaming or frothing of a persistent nature is avoided. Surface waters shall be maintained so that oil, grease, or related residue will not produce a visible film of oil or globules of grease on the surface or coat the banks or bottoms of the watercourse.

19. This certification shall not be deemed as fulfilling the applicant's/permittee's

responsibility to obtain additional authorization/approval from other local, state, or federal regulatory agencies having special/specific authority to preserve and/or protect resources within the area where the work will occur.

SWG FL 279 March 2018

NOTICE TO PERMITTEES Department of the Army Permits for Work in Navigable Waters require attention to administration and policies which are often misunderstood or disregarded. To avoid possible misinterpretations and to expedite procedures, post-authorization permit requirements and pertinent information are outlined as follows:

1. Permits remain in effect until revoked, relinquished, or the structures are removed. An extension of time for completion of structures or work may be granted provided that evidence is furnished of the bona fide intention of the permittee to complete the work within a reasonable time. Coordination with Federal and state agencies, and/or the public may be required. If work or structures are not completed within the time provided in the permit, it is the permittee’ s responsibility to request an extension of time at least 4 months before the expiration date.

2. Maintenance of authorized completed structures may be done at any time, under the Corps of Engineers Nationwide Permit (NWP) program, without extending the completion period. Unless maintenance dredging is authorized by the original permit, specific prior approval is required before such work is commenced in navigable waters. Please visit our website for further information or call 409-766-3869.

3. If ownership of structures or work covered by a permit is transferred, the District Commander must be notified immediately. The notification will provide information so that permit responsibilities can be changed to the new owner or assignee. Please visit our website for further information or call 409-766-3869.

4. Projects that may affect Federal properties (owned or controlled by Corps of Engineers) often require real estate authorizations from the Corps Real Estate Division prior to impacting any of these Federally-owned/operated lands. Please visit the Galveston District's website for the most current information regarding the District's outgrant policy at http://www.swg.usace.army.mil/BusinessWithUs/RealEstateDivision/Outgrants.aspx.

5. All changes, associated with the Corps of Engineers authorization, must be submitted and approved, to the District Commander prior to start of work in Waters of the United States.

6. Permits should not be considered as an approval of design features of any structure authorized or an implication that such structure is adequate for the purpose intended.

DISTRICT COMMANDER GALVESTON DISTRICT CORPS OF ENGINEERS

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