AMD-0001_W912HY19B0011_SPECS_Part_2.pdf

DEPARTMENT OF THE ARMY PERMIT

Pennittce _ _ _,_P---'o,,_rt_._o,,_f,__,_Po""n'-'-'-A...,rt...,h"'u""r _ __ _

Penn it No. __ S,,_W_,_,_,.Gw-2,.,.0u.l ..i.;l-'-"'0,,.03.,_,_0""'3 ___ _

Issuing Office Galveston District

NOTE: The tenn "you" and its derivatives, as used in this pcnnit, means the permittee or any future transferee. The tenn "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the pcnnitted activity or the appropriate official of that office acting under the authority of the commanding officer.

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

Project Description: To discharge fill material into 3.26 acres of open waters and 0.08 acres of wetlands during expansion of the existing Port of Port Arthur facilities. To construct a new 570-linear-foot culvert extension, approximately 124 linear feet of 7-foot by 8-foot reinforced concrete box culvert and outfalls. To construct a new 600-foot-loog by 63-foot-wide wharf with driven concrete pile supports that will incorporate an existing rail bridge and two additional railroad spurs. To install one new breasting dolphin and one new mooring dolphin and to construct a 398-foot-long sheet pile bulkhead. To straighten and annor I, 798 linear feet of shoreline, starting at the end of the existing wharf and ending near the State Highway 82 Bridge by contouring the shoreline Lo a 3: I slope and stabilizing with 3.05 acres of articulated concrete matting and 0.29 acres of stone riprap at the slope toe. To mechanically and/or hydraulically new work dredge 18.67 acres of the Sabine-Neches Canal to a depth of --48 feet mean low tide plus 2 feet overdredge plus I foot advanced maintenance removing 4 L6,200 cubic yards of material. To mechanically and/or hydraulically maintenance dredge 14.51 acres to a depth of -48 mean low tide plus 2 feet overdredgc plus I foot advanced maintenance removing 211,000 cubic yards of material annually for a period of five years. To place the dredged material into the following dredged material placement areas: 8, 9A, 98, and 11. The project will be conducted in accordance with the attached plans, in 19 sheets, and the attached mitigation plan, Attachment A, in 12 sheets.

Project Location: In the Sabine-Neches Canal and wetlands adjacent to the Sabine-Neches Canal, at 221 Houston Avenue (Port of Port Arthur), in Port Arthur, Jefferson County, Texas.

Permit Conditions:

General Conditions:

I. The time limit for completing the work authorized ends on 31 December 2019 . If you find that you need more time to complete the authorized activity, submit your request for a Lime 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 pennit in good condition and in confonnance with the tenns and conditions of this permit. You are not relieved of this requirement if you abandon the pem1itted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wisb to cease to maintain the authorized activity or should you desi re to abandon it without a good faith transfer, you must obtain a modification of this pennit from this of-fice, which may require restoration of the area.

3. If you discover any previously unknown historic or archcological remains while accomplishing the activity authorized by this pennit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to dctennine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

ENG FORM 172.1, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (Appe11dix A))

4. If you sell the property associated with this pennit, you must obtain the signature of the new owner in the space provided and forward a copy of the pennit 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 tenns and conditions of your permit.

Special Conditions:

I. The pennittee understands and agrees that if future operations by the United States (U.S.) require the removal, relocation or other alteration of the structure or work herein authorized, or if, in the opinion of the Secretary of the Anny or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the pennittee 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 U.S. No claim shall be made against the U.S. on account of any such removal or alteration.

2. The area subject to this permit is being studied by the U.S. for possible improvements or modifications. The pennittee is hereby notified that if these or future operations occur and require any facility, pipeline or other structure to be moved to accommodate a Federal navigation or flood control improvement in navigable waters, the owners of said facility, pipeline or other structure will be required to remove or relocate the facility, pipeline or other structure at the owner's expense.

3. The permittee must install and maintain, at their own expense, any safety lights and signals prescribed by the U.S. Coast Guard (USCG) through regulations or otherwise on the authorized facilities. In addition, no bright lights that may be erected on the permitted structure shall be directed toward a navigable waterway in a manner that could hinder nighttime users of this waterway. The USCG may be reached at the following address: Commander (dpb), Eighth Coast Guard District, Hale Boggs Federal Building, 501 Magazine Street, New Orleans, Louisiana 70130-3396, or by telephone at 504-589-6198.

4. Prior to the performance of hydraulic dredging, the permittee will obtain a Section 401 water quality certification from the Texas Commission on Environmental Quality for the effluent or return water associated with the upland dredged material placement areas to be utilized. The pennittee will submit a copy of the Section 401 certification to the Corps of Engineers, Galveston District, Regulatory Division, Chief, Compliance Branch, prior to perfonning hydraulic dredging.

5. Upon completion of construction, the permittee must submit as-built drawings to the Corps of Engineers, Operations-Navigation Division and Port Arthur Area Office within 60 days. The as-built drawings must include distances of the constructed structures relative to the adjacent Federal channel.

6. All construction of mitigation, including planting, must be complete within 12 months after start of construction within jurisdictional areas. The pennittee will notify the Corps of Engineers, Galveston District, Regulatory Division, Chief, Compliance Branch, in writing, when the work begins in jurisdictional areas. Monitoring and maintenance will proceed according to the mitigation plan.

7. 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.

8. 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 pennittee will notify the Corps and a determination will be made regarding success of the mitigation.

Further Information:

I . Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:

(X) Section IO 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 I 03 of the Marine Protection, Research and Sanctuaries Act of I 972 (33 U.S.C. 1413).

2. Limits of this authorization.

a. This pem1it does not obviate the need to obtain other Federal, state, or local authorizations required by law.

b. This permit docs not grant any property rights or exclusive privileges.

c. This permit docs 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 pem1it, the Federal Govemme~t does not assume any liability for the following:

a. Damages to the pennitted 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 unpenn itted activities or structures caused by the activity authorized by this perrnit.

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 Penni! 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 pennit application proves to have been false, incomplete, or inaccurate (See 4 above).

c. Significant new infom1ation surfaces which this office did not consider in reaching the original public interest decision.

Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your pem1it and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost.

6. Extensions. General condition I establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit.

Your signature below, as pem1ittcc, indicates that you accept and agree to comply with the terms and conditions of this pem1it.

~ER-Jk;t Afrcu[:JA!d f~~vX ~a1~~R-P~<-+.P•r-e ~ f 1,~E D

(D '£)

This permit becomes effective when the Federal official, designated to act for the Secretary of the Anny, has signed below.

1:~,~A ~

JANET THOMAS BOTELLO, LEADER

NORTH EVALUATION UNIT

FOR COLONEL RICHARD P. PANNELL

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.

(TRANSFEREE - Typed/Primed Name) (DATE)

(TRANSFEREE - Signalllre) (Mailing Address)

JUL 1 8 2014

SWG-2011-00303

Port of Port Arthur

07/22/2014 Page I of 19 c:::J Project Location

N Sheet 1 of 19 w@~ Project Location Port of Port Arthur s

Shoreline Stabilization and 1:24,000 Wharf Construction Project

0 1,000 2,000 Jefferson County, Texas I I I File No. SWG-2011-00303 Feet

,o Mop ZOIZ Gooolt Eoro, 111100•,yJolf•""• CO<lnty Tu,,.

□ Project Area

- - Mean Higher High Water

Emergent WeUand

I u•t)i s

1:7,200

I

Feet

I

JUL 1 8 2014

SWG-2011 -00303

Port of Por t Arthur 07/22/2014

Shoreline Stabilization anc Wharf Construction Projec

Jefferson County, Texas File No. SWG-2011-0030~

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DREDGE MATERIAL

PlACEM ENT AAE"A

NO 9B

DREDGE MATERIAL •

PLACOAENT AAE"A NO.

9A/98 EFFLUENT

DISCl'i'.RCE POINT

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EFFLUENT DISCHARGE

POINT

~ DREDGE MATERIAL

PLACEMENT AAE"A

EFFLUENT DISCH.tjiCE CtiANNa

DREDGE W.TERIAL

PLACEMENT .o.RE"A

EFFLUENT WEIR TO

DISCliARGE CHANNEL

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SHORELINE STABILIZATION & WHARF DREDGING

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PROPOSED ARTICULA TEO

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MHHW (CY) MHHW (CY)

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ESTIMA TEO ANNUAL

AREA (AC)

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1. THIS PORTION OF THE GRANNIS OUTFALL DITCH HAS

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PROPOSED PROJECT FEATURES

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PROPOSED MOORING

DOLPHIN

STA. 9+88. 35' RT

Pl ACM

STA. 8+98, 116' RT

PROPOSED ACM

3570550.99 13893374.05

E:X•S T RAIL. SPUR

PROPOSED WA TERS EDGE

Sn'

MEAN HIGHER HIGl1 -+- WA TF'..'.:; + ~ --r- - 1~

RT

B+OO 7+00

- -----113'------ - ---

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102'

92'

PROPOSED ACM

n

TO BE REMOVED ('TYP)

PROPOSED RAIL TRESTIES

6+.00.

REMOVE ANO DISPOSE

EXIST. CONC. SLAB

429'

10'

PROPOSED BREASTING DOLPHIN

STA. 6+90, 33' LT

APPROX. 320 LF EXISTING

DETERIORATED SHEET PILE

TO BE REMOVED

PROPOSED RIP RAP

SLOPE TOE

EDGE OF SABINE-NECHES SHIP CHANNEL SIDE SLOPES

mn Lockwood, Andrews & Newnam, Inc.

A LEO A D A LY C OMP A N Y

FnGF Of SABINE- NECHES SHIP CHANNEL BOTTOf.A

PORT OF PORT ARTHUR

SHORELINE STABILIZATION & WHARF DREDGING

PROPOSED PROJECT FEATURES

PL.AN VIEW (2 OF 5)

WiWl,_ m PROPOSEO RIP RAP

1--:Jl PROPOSED ARllCULA TEO l2:._j CONCRETE MAT (ACM) o'

END BULKHEAD

BEGIN ACM

STA. 3+98. 116' RT

~I ' 26' -

END WHARF

BEGIN RAIL DECK I !

-~ STA. 3+98. 5' RT 2

73'

END WHARF

STA. 3+98, 33' LT

X: 3570935.43 Y: 13893682.57

60'

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SEE PL.-.N SHEETS 6 & 11

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6" BEDDING LAYER

EL -5.0

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MEAN HIGHER HIGH

WATER ( + 1.27)

fl . -5.0

6" BEDDING LA YER

EXISTING GROUNO

©SECTION STA 10+65

~ !I HI I~ 10 11:J la ~ &Cl 45 'JG ~3 60 I~ 10 t) flO ~ !IO ~ 100

3 SE£ PL.-.N SHEETS 6 & 11

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'° FILTER FABRIC

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PROPOSED CULVERT EXTENSION

MEAN HIGHER HIGH j

WATER (+1.27)

PROPOSED CONCRETE

OUTFALL STRUCTURE

, 10 t!> 70 1$ JD J:i 40 , ,. ~ -') eo ~ 10 ,,. no a) ., ~ I03

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MEAN HIGHER HIGH

WATER (+1.27)

© SECTION STA 9+00 4 tc=-=---,--,,---,,=,- 170 11~ I 10 •()'. 100 ~ 9G 6~ i,Q 1r, 10 6:1, 60 ~ ~ 4~ ~ .).~ JD 2'5 W I) 10 ' SEE PL.-.N SHEETS 7 & 12 0 10 1, 20 2) .1iO .» 40 4~ ~ ~S &O ~ 10 )'~ Ml S!i 90 '9,S 1 00 I~ 110 II) 110 1~ 1,0 mn Lockwood, Andrews & Newnam, Inc.

A I FO A OAt V l.O ~ P AN V

PORT OF PORT ARTHUR

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SECTIONS (1 OF 4)

WiEl:ID.

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• D

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100 ~ 90 8!1. ~ 1) 10 e?i 60 ~ ,a · ~ 40 J~ JO ~ ,a 1~ 10 5, 0 } 10 1~ ~o 2!. JO J!I 40 45 ~ 5,~ 60 ,~ 10 ,~ 80 M 'iO 9~ !0(1 10'!1, ,,c II\ 120 12) 1.JO 1J~ HO 140 14~

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PROPOSED RAIL TRESTLE ,,

.ID

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-,0

100 ')!, 110 &, !Ill I!. .,a E.. 60 !,.. ~ 4!'. ~ .i!I, 10 ~ ,0 I!, to 'J, ©SECTION STAS+OO

S SEE PLAN SHEETS 7 .!< 12

IS!n Lockwood, Andrews & Newnam, Inc.

A LE_O A DA LY CO MPAN Y

PORT OF PORT ARTHUR

SHORELINE STABILIZATION & WHARF DREDGING

SECTIONS (2 OF 4)

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') IC I!. 20 )'!:, lei .J'!I. '4 4!!. ~ l,'.l, 613 .'!I, ltJ 'l!J at) &!. 9!0 'l!i 100 10!. I 10 lti t,-,, 12!1 1J0 !J:, w.tliil.

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COASTA! PATYM

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PROPOSED WA TERS EDGE PR

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[XIST RAIL BENT (TYP)

35 .

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Lockwood Andrews SHORELINE STABILIZATION & WHARF DREDGING r,T:T:7 :; i0 g, N , _____________________ ~ DREDGING O O '°O 0

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WATER ( + 1.27) / ~ -+-r--i---r

124 ' w.,,;

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EXISTING BUU<HEAD

ASPHALT PAVING

BEGIN WHARF I

STA. -2+02, 30' RT /L, PROPOSED~ATE J EDGE BEGIN SHEET PILE BULK~EAD

STA. 0+00, 30 RT ,

-=- I;--- I •

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EDGE

\ t:XIST DOLPHIN/ ~

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PROPOSED RAIL D[I/OUSHED (NP) TO BE R[MOV[D STA. - 2+02, 33' LT

EXTENSION PROPOSED OUTFALL X: 35 71 300. 77

Y: 13894158.62

• EXIST BREASIINC DOLP><IN PROPOSED ACM EXISTING

TO BE DE..,OUSHED PROPOSED RIP RAP PROPOSED WHARF WHARF

mn Lockwood, Andrews & Newnam, Inc.

A LEO A D A LY COM P ANY

EDGE OF SABINE- NECHES SHIP CHANNEL SIDE SLOPE

EDGE OF SABINE-NECHES SHIP CHANNEL BOTTOM

PORT OF PORT ARTHUR

SHORELINE STABILIZATION & WHARF DREDGING

PROPOSED PROJECT FEATURES

PLAN VIEW (3 OF 5)

SLOPE TOE

WiEtill.

l~j PROPOSED RIP RAP r:'f'] PROPOSED ARTIC\.ILAT£0 L::_j CONCRCTE MAT (ACM) o·

60' 1 ?O'

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£1.CVArOl'Si Stt()WN AAf M~ lJ~ Olttffii& NOlfD

• SEE SHEET 15 FOR PROPOSEO

PROJECT FEATURES ANO DIMENSIONS.

MEAN HIGHER HIGH WATER ( +1.27)

If

9'!S11[G TEMPORARY

RAINAGf PIPE

GRANNIS OUTFALL

z f ~ISllNG 48" Pu~P SlATLON OUTfALL PLPE

LINEAR WC:TLAND FEATURE

TO BE FILLED (0.026 ACRES)

NON-WETLAND WATER<; Tn

BE FILLED (1 .84 AC)

~ · - - ~ - · EXLSllNG 8\JLLOINC [XIST,NG BULLOINC

EDGE Of SABINE-NECHES SHIP CHANNEL SIDE SLOPE

EbGE OF SABINE-NECAES SHIP CHANNFl BOTTOM agn Lockwood, Andrews & Newnam, Inc.

A LEO t, [)Al Y CO M PANY

PORT OF PORT ARTHUR

SHORELINE STABILIZATION & WHARF DREDGING

PROPOSED EARTHWORK

PLAN VIEW (5 OF 5)

_L

SABINE-NECHES SHIP CHANNEL

400' sno·

~ FIU WITHIN EXISTING WATERS

~DREDGING

~ WETLANDS TO BE flUED

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-J<, PROPOSED CONCRETE SLAB

PROPOSED 600' LONG WHARF BULKHEAD

PR/lP/l<;Fn f\nrl' I ClNC': 'M-iARF DECK

PROPOSED

MATCH ELEV. EXIST. WHARF

'M-iARF FENDER

@ 25'-0" SPACING

MEAN HIGHER HIGH

WATER (+1.27)

(TYP)

APPROX. EXISTING GROUND

FLOW

PROPOSED CONCRETE SLAB

PROPOSED 6'X5' BOX CULVERT

600' LONG 'M-iARF BULKHEAD

~~ ., /"" PROPOSED 600' LONG WHARF DECK

~t. ~ MATCH ELEV. EXIST.

..J1 WHARF (+13.36)

WHARF FENDER

~ MEAN HIGHER HIGH

WATER (+1.27)

DRIVEN CONCRETE PILE {TYP)

APPROX. EXISTING GROUND

PROPOSED POPA FACILITY BOTTC _.,.

-'il 7R ~ -411( +2)( + 1) Ml T -76 .58 ..

-<O

6" BEDDING LA YER

II 11 11

SLOPE TOE

o ~ ,o ,~ -:a :--) ,o .!~ 4Q -'5 '° Y-i '° e ,c ,~ 10 s, i,,o ~ ,oo 10-, ,10 11!> l10 ,~

©SECTION STA 2+60

] S£E PLAN 9-IEETS 8 & I J

•10

-'.10

MEAN HIGHER HIGH WATER (+1.27)

EL. +6.0

PROPOSED 570' CULVERT EXTENSION

, •n. ,.. ,n ~ \l'l \'i .. o • ., -.a ~ r.o M m 1!> 11n 11,~ iao 45 100 10!!1, 110 II) ,:o 0 2!1

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6" BEDDING LAYER

111 11 1~ 10 !i ll !lo 10 l~ 70 ~ jQ j!, ~ .a• !IQ ~~ 00 6:l 10 1! 90 ~ 90 1), IOQ 10~ 110 ll!i I)'(> 11~

©SECTION STA 0+10

8 SEE PLAN SHEETS 6 & 1 J ,,,

-1!', .,o

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MEAN HIGHER HIGH

WATER (+1.27l PROPOSFD Fill

EXISTING GROUND _/ l

EXISTING 48• PUMP

STATION OUTFALL PIPE

0 SECTION FOLEY OUTFALL

5£E PLAN SHEETS 9 & 14

0 )SECTION GRANNIS OUTFALL O • '° ,, ,0 ,. )0 JS . , .. "' .. "' ., 70 r., "" ... .. •• , ..

l SEE PLAN SHEETS 10 & 15 agn Lockwood, Andrews & Newnam, Inc.

A L EO A DALY CO MPANY

PORT OF PORT ARTHUR

SHORELINE STABILIZATION & WHARF DREDGING

SECTIONS (3 OF 4)

t.EWill.

~ PROPOSED FILL

17771 PROPOSED CUT

~ {416,200 CY TO SE REMOVED)

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35 20 23.33 - NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM