SAJ_2018_01694_NW_JCP_Poseidon_Maintenance_Repair.pdf

North Permits Branch Cocoa Section

SAJ-2018-01694 (NW-JCP)

Poseidon Wharf c/o Mr. Patrick Giniewski US Air Force, 45th Space Wing 1224 Jupiter Street Patrick AFB, FL 32925

Dear Mr. Giniewski:

Your application for a Department of the Army permit has been assigned number SAJ-2018-01694. Per the received application, the proposed action is for maintenance repair of the existing Poseidon Wharf. A review of the information and drawings provided shows the proposed work is to:

1) Repair existing structural components of deteriorated concrete pilings, superstructure, deck and appurtenances;

a. 1,541 square concrete piles (1,406 – 18”, 135 -14”) are to be repaired in place with the installation of concrete pile jackets;

b. 85, 528 square feet of deck will be replaced;

c. Clean and recoat all mooring fitting hardware;

d. Repair/replace utility lines;

2) Repair the existing seawall;

3) Replace deteriorated fender system and corner protection;

a. 33 existing timber fender piles will be replaced with 32 new fiberglass composite fender piles;

4) Reinforce access bridges with new concrete piles;

a. Install 60 new 14” concrete piles by impact hammer;

5) Remove erector bridge.

All work will take place within the existing facility footprint. The project is located at the existing Poseidon Wharf at the Cape Canaveral Air Force Base, within the Middle Turning Basin at Port Canaveral, Brevard County, Florida.

Latitude 28.41212°, Longitude -80.60531°

Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWP) Number 3. In addition, project specific conditions have been enclosed.

This verification is valid until March 18, 2022. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT CORPS OF ENGINEERS

COCOA REGULATORY FIELD OFFICE

400 HIGH POINT DRIVE, SUITE 600

COCOA, FL 32926

May 10, 2019 REPLY TO

ATTENTION OF

-2-permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Please access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Internet page to access Internet links to view the Final Nationwide Permits, Federal Register Vol. 82, dated January 6, 2017, specifically pages 1983 to 2008, and the table of Regional Conditions. The Internet page address is:

http://www.saj.usace.army.mil/Missions/Regulatory.aspx

Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there you will need to click on “Source Book”; and, then click on “Nationwide Permits.” These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this verification for NW-3. Enclosed is a list of the six General Conditions, which apply to all Department of the Army authorizations. You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action. In the event you have not completed construction of your project within the specified time limit, a separate application or re-verification may be required.

The following special conditions are included with this verification:

1. Reporting Address: All reports, documentation and correspondence required by the conditions of this permit shall be submitted to the following address. The Permittee shall reference this permit number, SAJ-2018-01694 (NW-JCP), on all submittals.

a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Special Projects and Enforcement Branch, PO Box 4970, Jacksonville, Florida 32232.

b. For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10

MB).

2. Commencement Notification: Within 10 days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit.

3. Self-Certification of Compliance: Within 60 days of completion of the work authorized, the attached "Self-Certification Statement of Compliance" must be completed and submitted to the U.S. Army Corps of Engineers.

4. Cultural Resources/Historic Properties:

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a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the

NRHP.

b. If during the proposed activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the event that unmarked human remains are identified on non-federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps.

5. Turbidity/Erosion Control: Prior to the initiation of any work authorized by this permit, the Permittee shall:

a. install turbidity/erosion control measures along the perimeter of all work areas to prevent the displacement of fill material or debris. Immediately after completion of the removal of the old materials, all slopes, land surfaces, and distrubed areas adjacent to wetlands shall be stabilized using sod, -4-degradable mats, or a combination of similar stabilizing materials to prevent erosion. The turbidity/erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized.

b. install floating turbidity barriers with weighted skirts that extend to within one

(1) foot of the bottom around all work areas that are in, or adjacent to, surface waters. Turbidity barriers shall be made of material which listed species cannot become entangled (i.e., reinforced impermeable polycarbonate vinyl fabric [PVC]), and shall be monitored to ensure listed species are not entangled or trapped in the project areas. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work areas.

6. Pile Installation: The maximum number of piles installed per day is limited to no more than 10 piles per day.

7. National Marine Fisheries Service’s Jacksonville District’s Programmatic Biological Opinion (JAXBO) Project Design Criteria (PDC) Conditions: The Permittee shall comply with the following PDCs and special conditions to ensure the project does not have an adverse impact on listed species protected under Section 7 of the Endangered Species Act.

a. Project Design Criteria (PDCs) for In-Water Activities: The Permittee shall comply with the National Marine Fisheries Service’s “PDCs for in-Water Activities” dated November 20, 2017, provided as an attachment to this permit.

b. Daylight Hours: All activities must be completed during daylight hours.

c. Listed Species Observers: All construction personnel are responsible for observing water-related activities to detect the presence of listed species and avoid them.

8. Protected Species - North Atlantic Right Whale: Information describing the presence of North Atlantic right whales and the Federal regulations governing the approach to North Atlantic right whales is provided as an attachment to this permit.

9. Protected Species – West Indian Manatee: The permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” designed to protect the endangered West Indian Manatee provided in Attachment 3 of this permit.

10. Protected Species - Sea Turtle & Smalltooth Sawfish: The permittee shall comply with National Marine Fisheries Service's “Sea Turtle and Smalltooth Sawfish

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Construction Conditions” dated March 23, 2006 and provided in Attachment 4 of this permit.

11. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures 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.

12. Regulatory Agency Changes: Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee’s responsibility to request a modification of this permit from the Cocoa Regulatory Office.

This authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. Prior to the initiation of any construction, projects qualifying for this NWP/RGP permit must qualify for an exemption under section 403.813(1), F.S. or 373.406, F.S., or otherwise be authorized by the applicable permit required under Part IV of Chapter 373, F.S., by the Department of Environmental Protection, a water management district under section 373.069, F.S., or a local government with delegated authority under section 373.441, F.S., and receive Water Quality Certification (WQC) and applicable Coastal Zone Consistency Concurrence (CZCC) or waiver thereto, as well as any authorizations required for the use of state-owned submerged lands under Chapter 253, F.S., and, as applicable, Chapter 258, F.S. You should check State-permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district.

This authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory

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(http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced NWP, please contact John C. Palmer at the letterhead address, by telephone at 321-504-3771 ext.10, or by email at john.palmer@usace.army.mil.

Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit http://per2.nwp.usace.army.mil/survey.html and complete our automated Customer Service Survey. Your input is appreciated – favorable or otherwise. Again, please be aware this web address is case sensitive and should be entered as it appears above.

Sincerely, John C. Palmer Project Manager Enclosures Copy/ies Furnished:

Karla Guerrero Oliveras via email John Tarantine via email

CESAJ-RD-PE

mailto:john.palmer@usace.army.mil http://per2.nwp.usace.army.mil/survey.html

GENERAL CONDITIONS

33 CFR PART 320-330

PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986

1. The time limit for completing the work authorized ends on date identified in the letter. If you find that you need more time to complete 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 party 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.

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 of 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 a representative 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.

SELF-CERTIFICATION STATEMENT OF COMPLIANCE

Permit Number: NW-3 Application Number: SAJ-2018-01694

Permittee’s Name & Address (please print or type):___________________________

Telephone Number:__________________________________________________

Location of the Work:______________________________________________

Date Work Started:______________ Date Work Completed:______________

Description of the Work (e.g., bank stabilization, residential or commercial filling, docks, dredging, etc.):________________________

Acreage or Square Feet of Impacts to Waters of the United States:

Describe Mitigation completed (if applicable):_____________________

Describe any Deviations from Permit (attach drawing(s) depicting the deviations):

I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s).

Signature of Permittee

Attachment 1 Date

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

PERMIT NUMBER: SAJ-2018-01694 (NW-JCP)

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. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019.

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

Summary Interpretations of the noise impact zones associated with the project shown in Table 80 are as follows:

• Potential injury for fish and sea turtles from single pile strikes (sSEL) is not measurable as the source levels do not exceed the threshold values for injury.

• Potential injury to fish from cumulative sound exposure (cSEL) each day is possible within

10 m from the pile. For the purpose of this example, fish includes sturgeon and smalltooth sawfish. Since threshold values for sea turtles are not currently known we assume the thresholds used for fish also apply to sea turtles. Therefore we assume the 10 m cumulative sound exposure injury zone also applies to sea turtles.

• Behavioral responses of sea turtles may occur up to 46 m (150 ft) from the project.

• Behavioral responses of fish may occur up to 215 m (705 ft) from the project.

Appendix C: North Atlantic Right Whale Information Form 16 Federal Regulations Governing the Approach to North Atlantic Right Whales

1. Federal regulations governing the approach to North Atlantic right whales can be found at 50 CFR 224.103(c). It is illegal to approach and remain within 500 yards of right whales; 500 yards is equal to the distance of 5 football fields.

Prohibitions on approaching right whales are as follows (Excerpts from 50 CFR 224.103(c), available at www.ecfr.gov): Unless otherwise lawfully allowed or unless doing so would create an imminent and serious threat to a person or vessel, it is unlawful to:

(i) Approach (including by interception) within 500 yards

(460 m) of a right whale by vessel

(ii) Fail to undertake required right whale avoidance measures. If underway, a vessel must steer a course away from the right whale and immediately leave the area at a slow safe speed.

2. Updates can be downloaded from:

a. http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm, or

b. www.ecfr.gov http://www.ecfr.gov/ http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm http://www.ecfr.gov/

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No

Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation.

Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or in Vero Beach (1-772-562-3909) for south Florida, and emailed to FWC at ImperiledSpecies@myFWC.com.

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8½ " by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at http://www.myfwc.com/WILDLIFEHABITATS/manatee_sign_vendors.htm. Questions concerning these signs can be forwarded to the email address listed above.

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S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR106

M A

TC

H

L

IN

E

S E

E S

R

MATCH LINE - SEE SR109

M

A

TC

H L

IN

E

S

E E

S R

M A

TC

H

L

IN

E

S E

E S

R

M A

TC

H

L

IN

E

S E

E S

R

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR107

MATCH LINE - SEE SR109

M

A

TC

H L

IN

E

S

E E

S R

M A

TC

H

L

IN

E

S E

E S

R

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR108

MATCH LINE - SEE SR101 MATCH LINE - SEE SR103 MATCH LINE - SEE SR104

B1 PARTIAL SUBSTRUCTURE PLAN B3 PARTIAL SUBSTRUCTURE PLAN B4 PARTIAL SUBSTRUCTURE PLAN

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR109

MATCH LINE - SEE SR107

MATCH LINE - SEE SR106MATCH LINE - SEE SR105

B1 PARTIAL REFLECTED SOFFIT PLAN B2 PARTIAL REFLECTED SOFFIT PLAN B3 PARTIAL REFLECTED SOFFIT PLAN

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR503

C2 PILE SPALL - EXIST CONDITION

A1 PILE REPAIR DETAIL

SR507

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

A1 SEAWALL VOID REPAIR A4 EXIST SEAWALL - SECTION

D1 SECTION -CONCRETE APRON

C1 DETAIL - ASPHALT PAVEMENT REPAIR

C4 SEAWALL VOID REPAIR - ELEVATION

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR602

SHEET PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

SHEET PILE AREA

(SF)

DEPTH

(IN)

EST QTY

(CF)

EXIST

DETAIL

REPAIR

DETAILP (FT) V (FT) H (FT)

SP1 -00+52 CCS 2.5 5 1 5 5 2.1 D3/SR508 D1/SR508

SP2 -00+48 CCS 2.5 5 2 10 5 4.2 D3/SR508 D1/SR508

SP3 -00+13 CCS 1.5 3 1 3 5 1.3 D3/SR508 D1/SR508

SP4 -00+02 CCS 1 5 8 40 5 16.7 D3/SR508 D1/SR508

SP5 00+00 CCS 3 5 1 5 5 2.1 D3/SR508 D1/SR508

SP6 00+00 CCS 2.5 5 1 5 5 2.1 D3/SR508 D1/SR508

SP7 00+08 CCS 3 2 1 2 5 0.8 D3/SR508 D1/SR508

SP8 00+11 CCS 2.5 2 1 2 5 0.8 D3/SR508 D1/SR508

SP9 00+18 CCS 2.5 1 1 1 5 0.4 D3/SR508 D1/SR508

SP10 00+22 CCS 2 2 1 2 5 0.8 D3/SR508 D1/SR508

SP11 00+35 CCS 2 1 1 1 5 0.4 D3/SR508 D1/SR508

SP12 00+71 CCS 2 1 1 1 5 0.4 D3/SR508 D1/SR508

SP13 00+97 CCS 4 2 2.5 5 5 2.1 D3/SR508 D1/SR508

SP14 01+05 CCS 2 4 1 4 5 1.7 D3/SR508 D1/SR508

SP15 01+15 CCS 2 1 1 1 5 0.4 D3/SR508 D1/SR508

SP16 01+25 CCS 4 3.5 2.5 9 5 3.6 D3/SR508 D1/SR508

SP17 01+53 CCS 4 3.5 2 7 5 2.9 D3/SR508 D1/SR508

SP18 01+88 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP19 01+96 CCS 2.5 1 1 1 5 0.4 D3/SR508 D1/SR508

SP20 02+11 CCS 4 4 3 12 5 5.0 D3/SR508 D1/SR508

SP21 02+19 CCS 4 5 1 5 5 2.1 D3/SR508 D1/SR508

SP22 02+27 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP23 02+36 CCS 4.5 2.5 1 3 5 1.0 D3/SR508 D1/SR508

SP24 02+45 CCS 4.5 4 1 4 5 1.7 D3/SR508 D1/SR508

SP25 02+85 CCS 2 2 1 2 5 0.8 D3/SR508 D1/SR508

SP26 02+90 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP27 02+94 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP28 03+00 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP29 03+14 CCS 2 2 0.5 1 5 0.4 D3/SR508 D1/SR508

SP30 03+19 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP31 03+27 OCS 3 2 4 8 5 3.3 D3/SR508 D1/SR508

SP32 03+31 CCS 2 2 1 2 5 0.8 D3/SR508 D1/SR508

SP33 03+32 CCS 0 5.5 2.5 14 5 5.7 D3/SR508 D1/SR508

SP34 03+54 CCS 2 3 4 12 5 5.0 D3/SR508 D1/SR508

SP35 03+61 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP36 03+73 CCS 3 3.5 1.5 5 5 2.2 D3/SR508 D1/SR508

SP37 03+87 CCS 2.5 1 1 1 5 0.4 D3/SR508 D1/SR508

SP38 03+92 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP39 04+01 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP40 04+04 CCS 2 2 1 2 5 0.8 D3/SR508 D1/SR508

SP41 04+07 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP42 04+10 CCS 3 1 4.5 5 5 1.9 D3/SR508 D1/SR508

SP43 04+14 CCS 3 3.5 1 4 5 1.5 D3/SR508 D1/SR508

SP44 04+23 CCS 4 3 1.5 5 5 1.9 D3/SR508 D1/SR508

SP45 04+47 CCS 2 4 0.5 2 5 0.8 D3/SR508 D1/SR508

SP46 04+50 CCS 4 3 1 3 5 1.3 D3/SR508 D1/SR508

SP47 04+60 CCS 3 3 2 6 5 2.5 D3/SR508 D1/SR508

SP48 04+70 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP49 04+75 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP50 04+78 CCS 2 2 1 2 5 0.8 D3/SR508 D1/SR508

SP51 05+04 CCS 2 4.5 1 5 5 1.9 D3/SR508 D1/SR508

SP52 05+22 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP53 05+35 CCS 3 4 1.5 6 5 2.5 D3/SR508 D1/SR508

SP54 05+39 CCS 0.5 1.5 2.5 4 5 1.6 D3/SR508 D1/SR508

SP55 05+41 CCS 3 1 1 1 5 0.4 D3/SR508 D1/SR508

SP56 05+96 CCS 2 2.5 2 5 5 2.1 D3/SR508 D1/SR508

SP57 06+16 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP58 06+20 CCS 2 1.5 1 2 5 0.6 D3/SR508 D1/SR508

SP59 06+42 CCS 3 3.5 1 4 5 1.5 D3/SR508 D1/SR508

SP60 06+55 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP61 06+60 CCS 3 2 1 2 5 0.8 D3/SR508 D1/SR508

SP62 06+65 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP63 06+91 CCS 7.5 1.5 2 3 5 1.3 D3/SR508 D1/SR508

SP64 06+95 CCS 0 1 1 1 5 0.4 D3/SR508 D1/SR508

SP65 07+21 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP66 07+26 CCS 0 4 1 4 5 1.7 D3/SR508 D1/SR508

SP67 07+30 CCS 3.5 3 1 3 5 1.3 D3/SR508 D1/SR508

SP68 07+85 CCS 3 1 3 3 5 1.3 D3/SR508 D1/SR508

SP69 08+12 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP70 08+26 CCS 6 2 2 4 5 1.7 D3/SR508 D1/SR508

SP71 08+34 CCS 4 3 1 3 5 1.3 D3/SR508 D1/SR508

SP72 08+45 CCS 5 3 1 3 5 1.3 D3/SR508 D1/SR508

SP73 08+57 CCS 5 3 1 3 5 1.3 D3/SR508 D1/SR508

SP74 08+62 CCS 3 5 1 5 5 2.1 D3/SR508 D1/SR508

SP75 08+69 CCS 0 1 1 1 5 0.4 D3/SR508 D1/SR508

SP76 08+71 CCS 4 3 3 9 5 3.8 D3/SR508 D1/SR508

SP77 08+75 CCS 3 6 1 6 5 2.5 D3/SR508 D1/SR508

SP78 08+80 CCS 3 1.5 1 2 5 0.6 D3/SR508 D1/SR508

SP79 08+87 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP80 08+92 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP81 08+98 CCS 3 3 1 3 5 1.3 D3/SR508 D1/SR508

SP82 09+05 CCS 5 1 4 4 5 1.7 D3/SR508 D1/SR508

SP83 09+10 CCS 3 4 1 4 5 1.7 D3/SR508 D1/SR508

SP84 09+29 CCS 5 3 1.5 5 5 1.9 D3/SR508 D1/SR508

SP85 09+59 CCS 5 3 1 3 5 1.3 D3/SR508 D1/SR508

SP86 09+74 CCS 2 5 1 5 5 2.1 D3/SR508 D1/SR508

SP87 09+79 CCS 2 5 1 5 5 2.1 D3/SR508 D1/SR508

SP88 09+85 CCS 2 3 1 3 5 1.3 D3/SR508 D1/SR508

SP89 10+35 CCS 0 2.5 3 8 5 3.1 D3/SR508 D1/SR508

SP90 10+45 CCS 0 1 2 2 5 0.8 D3/SR508 D1/SR508

TOTAL QUANTITY (CF) 160

SHEET PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

SHEET PILE AREA

(SF)

DEPTH

(IN)

EST QTY

(CF)

EXIST

DETAIL

REPAIR

DETAILP (FT) V (FT) H (FT)

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR603

PC1 12:B.2 CCS 5 12 6 2.5 B1/SR502 B3/SR502

PC2 15.2:B.2 CCS 5 12 6 2.5 B1/SR502 B3/SR502

PC3 14.5:A.6 CCS 10 12 12 6 7.5 B1/SR502 B3/SR502

PC4 1:C OCS 3 8 6 1.0 A1/SR505 A3/SR505

PC5 2:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC6 11:C CCS 4 6 6 1.0 A1/SR505 A3/SR505

PC7 13:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC8 2.5:D.2 OCS 10 18 12 6 10.0 B1/SR502 B3/SR502

PC9 2.5:C.8 OCS 18 18 12 6 18.0 B1/SR502 B3/SR502

PC10 4.7:C.8 CCS 6 18 6 4.5 B1/SR502 B3/SR502

PC11 5.5:D.2 CCS 8 12 24 6 10.0 B1/SR502 B3/SR502

PC12 7.5:D.2 CCS 8 12 12 6 6.0 B1/SR502 B3/SR502

PC13 8.7:C.8 CCS 3 10 4 0.8 B1/SR502 B3/SR502

PC14 9.2:D.2 CCS 15 12 10 6 10.0 B1/SR502 B3/SR502

PC15 12.2:D.2 CCS 20 12 6 10.0 B1/SR502 B3/SR502

PC16 15:D.2 OCS 6 12 6 3.0 B1/SR502 B3/SR502

PC17 16.2:D.2 OCS 12 14 6 7.0 B1/SR502 B3/SR502

PC18 3:E CCS 3 12 6 1.5 A1/SR505 A3/SR505

PC19 11:E CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC20 5:F CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC21 7:F CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC22 3:G CCS 6 12 6 3.0 A1/SR505 A3/SR505

PC23 4:G CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC25 7:G CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC26 5:H CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC27 6:H CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC28 6:I CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC29 3:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC30 6:J CCS 4 18 6 3.0 A1/SR505 A3/SR505

PC31 24.3:B.2 CCS 4 10 6 1.7 B1/SR502 B3/SR502

PC32 31:B.2 CCS 2.5 6 6 0.6 B1/SR502 B3/SR502

PC33 36.2:B.2 CCS 3.5 12 6 1.8 B1/SR502 B3/SR502

PC34 37.1:B CCS 3 12 6 1.5 B1/SR502 B3/SR502

PC35 38.3:B.2 CCS 3 12 6 1.5 B1/SR502 B3/SR502

PC36 131:I CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC37 30:C CCS 3 18 6 2.3 C1/SR504 C3/SR504

PC38 39:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC39 20.6:D.2 CCS 7 12 6 3.5 B1/SR502 B3/SR502

PC40 24.2:D.2 CCS 3 18 6 2.3 B1/SR502 B3/SR502

PC41 26:D.2 CCS 8 18 6 6.0 B1/SR502 B3/SR502

PC42 27.7:D.2 CCS 10 24 6 10.0 B1/SR502 B3/SR502

PC43 34.3:D.2 CCS 4 12 6 2.0 B1/SR502 B3/SR502

PC44 38.5:D.2 OCS 8 12 24 6 10.0 B1/SR502 B3/SR502

PC45 21:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC46 30:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC47 39:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC48 37:H CCS 4 12 20 6.7 B1/SR502 B3/SR502

PC49 44.2:B.2 CCS 4 24 6 4.0 B1/SR502 B3/SR502

PC50 46.2:B.2 CCS 4.5 12 12 6 3.4 B1/SR502 B3/SR502

PC51 48.2:B.2 CCS 2.5 12 6 1.3 B1/SR502 B3/SR502

PC52 50.2:B.2 CCS 2.5 12 6 1.3 B1/SR502 B3/SR502

PC53 55:B.2 CCS 4 12 6 2.0 B1/SR502 B3/SR502

PC54 59:B.2 CCS 3 12 6 1.5 B1/SR502 B3/SR502

PC55 45:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC56 51.1:C CCS 1 6 6 0.3 A1/SR505 A3/SR505

PC57 55:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC58 56.1:C CCS 2 18 6 1.5 A1/SR505 A3/SR505

PC59 41.5:C.8 CCS 4 10 30 6 5.7 B1/SR502 B3/SR502

PC60 44.2:D.2 CCS 3.5 10 6 1.5 B1/SR502 B3/SR502

PC61 49.9:D.2 OCS 10 24 6 10.0 B1/SR502 B3/SR502

PC62 51.2:D.2 OCS 5 6 6 1.3 B1/SR502 B3/SR502

PC63 56:D.2 OCS 4 6 6 1.0 B1/SR502 B3/SR502

PC64 42.8:E CCS 4 18 6 3.0 A1/SR505 A3/SR505

PC65 44:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC66 46:E CCS 1 12 6 0.5 A1/SR505 A3/SR505

PC67 47:E CCS 3 18 6 2.3 C1/SR504 C3/SR504

PC68 48:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC69 50:E CCS 4 18 6 3.0 A1/SR505 A3/SR505

PC70 55:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC71 63:A.6 CCS 15 12 9 6 9.4 B1/SR502 B3/SR502

PC72 65.7:A.6 CCS 3 18 6 2.3 B1/SR502 B3/SR502

PC73 62:B.2 CCS 2 8 6 0.7 B1/SR502 B3/SR502

PC74 69:B.2 CCS 8 12 12 6 6.0 B1/SR502 B3/SR502

PC75 69.4:B.2 CCS 4 6 6 1.0 B1/SR502 B3/SR502

PC76 70.4:B.2 CCS 1.5 6 6 0.4 B1/SR502 B3/SR502

PC77 80:B.2 CCS 15 8 6 5.0 B1/SR502 B3/SR502

PC78 132:I CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC79 133:I CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC80 128:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC81 70:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC82 129:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC83 130:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC84 80:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC85 72.1:C.8 CCS 1 15 6 0.6 B1/SR502 B3/SR502

PC86 67:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC87 70:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC89 80:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC90 81:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC91 68.7:G CCS 3 18 36 13.5 B1/SR502 B3/SR502

PC92 66.7:I CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC93 67.7:I CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC94 77:J CCS 7.5 18 36 6 15.0 B1/SR502 B3/SR502

PC95 86:B.2 CCS 12 24 6 12.0 B1/SR502 B3/SR502

PC96 99:B.2 CCS 7 8 6 2.3 B1/SR502 B3/SR502

PC97 100.5:B.2 CCS 8 8 6 2.7 B1/SR502 B3/SR502

PC98 83:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC99 84:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC100 87:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC101 88:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC102 89:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC103 90:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC104 91:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC105 92:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC106 94:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC107 96:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC108 99:C CCS 3 18 6 2.3 C1/SR504 C3/SR504

PC109 131:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC110 95.2:D.2 CCS 4 18 6 3.0 B1/SR502 B3/SR502

PC111 96:C.8 CCS 5 18 6 3.8 B1/SR502 B3/SR502

PC112 98:D CCS 5 36 6 7.5 B1/SR502 B3/SR502

PC113 101:E CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC114 97.4:F CCS 3 24 6 3.0 B1/SR502 B3/SR502

PC115 97:G CCS 3 24 6 3.0 B1/SR502 B3/SR502

PC116 104.5:B.2 CCS 18 18 6 13.5 B1/SR502 B3/SR502

PC117 110.2:B.2 CCS 25 12 6 12.5 B1/SR502 B3/SR502

PC118 113.6:B.2 CCS 4 10 6 1.7 B1/SR502 B3/SR502

PC119 115:B.2 CCS 6 12 6 3.0 B1/SR502 B3/SR502

PC120 117:B.2 CCS 12 10 6 5.0 B1/SR502 B3/SR502

PC121 119:B.2 CCS 10 18 9 11.3 B1/SR502 B3/SR502

PC122 120.5:B.2 CCS 8 8 6 2.7 B1/SR502 B3/SR502

PC123 122.2:B.2 CCS 1 8 6 0.3 B1/SR502 B3/SR502

PC124 132:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC125 112:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC126 116:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC127 117:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC128 118:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC129 121:C CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC130 104:D.2 CCS 4 12 10 6 2.7 B1/SR502 B3/SR502

PC131 105.5:C.8 CCS 15 12 6 7.5 B1/SR502 B3/SR502

PC132 107:D.2 CCS 30 12 12 6 22.5 B1/SR502 B3/SR502

PC133 133:J CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC134 110:C.8 CCS 5 12 6 2.5 B1/SR502 B3/SR502

PC135 114.7:D.2 CCS 4 10 6 1.7 B1/SR502 B3/SR502

PC136 116.5:D.2 CCS 6 10 6 2.5 B1/SR502 B3/SR502

PC137 119.5:D.2 CCS 20 12 12 6 15.0 B1/SR502 B3/SR502

PC138 121:C.8 CCS 16 10 6 6.7 B1/SR502 B3/SR502

PC139 112:E CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC140 119:E CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC141 122:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC142 128:A.6 CCS 72 36 6 108.0 B1/SR502 B3/SR502

PC143 128.5:B.2 CCS 60 18 6 45.0 B1/SR502 B3/SR502

PC144 123:A.6 CCS 3 24 6 3.0 B1/SR502 B3/SR502

PC145 133:B.2 CCS 4 10 6 1.7 B1/SR502 B3/SR502

PC146 124:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC147 125:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC148 127:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC149 128:C CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC150 129:C CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC151 126.5:C.8 CCS 4 18 6 3.0 B1/SR502 B3/SR502

PC152 130:C.8 CCS 28 14 10 6 21.0 B1/SR502 B3/SR502

PC153 129:D.2 CCS 4 12 6 2.0 B1/SR502 B3/SR502

PC154 130.5:D.2 CCS 6 10 6 2.5 B1/SR502 B3/SR502

PC155 124:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC156 126:E CCS 5 18 6 3.8 A1/SR505 A3/SR505

PC157 127:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC158 128:E CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC159 132:E CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC160 128:F CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC161 129:F CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC162 130:F CCS 3 18 36 13.5 C1/SR504 C3/SR504

PC163 128:G CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC164 131:G CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC165 128:H CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC166 132:H CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC167 128:I CCS 3 18 6 2.3 A1/SR505 A3/SR505

PC168 129:I CCS 6 18 6 4.5 A1/SR505 A3/SR505

PC169 33.7:C.8 CCS 3 8 6 1.0 B1/SR502 B3/SR502

PC170 127:H CCS 3 18 8 3.0 A1/SR505 A3/SR505

PC171 30:0A OCS 2 18 36 6 4.0 B1/SR502 B3/SR502

PC172 32:0A OCS 2 18 9 6 1.8 B1/SR502 B3/SR502

PC173 58:0A OCS 1 18 9 6 0.9 B1/SR502 B3/SR502

PC174 74:A CCS 1 18 9 6 0.9 B1/SR502 B3/SR502

PC175 88:A CCS 3 18 48 6 7.5 B1/SR502 B3/SR502

PC176 101.9A CCS 1 18 12 6 1.0 B1/SR502 B3/SR502

PC177 110:A CCS 3 18 12 6 3.0 B1/SR502 B3/SR502

TOTAL QUANTITY

(CF) 1084

PILE CAP DEFECT INFORMATION

DEFECT

ID NO.

DEFECT

LOC

DEFECT PILE CAP/BEAM AREA

(SF)

DEPTH

(IN)

EST QTY

(CF)

EXIST

DETAIL

REPAIR

DETAILL (FT) V (IN) H (IN)

PILE CAP DEFECT INFORMATION

DEFECT

ID NO.

DEFECT

LOC

DEFECT PILE CAP/BEAM AREA

(SF)

DEPTH

(IN)

EST QTY

(CF)

EXIST

DETAIL

REPAIR

DETAILL (FT) V (IN) H (IN)

PILE CAP DEFECT INFORMATION

DEFECT

ID NO.

DEFECT

LOC

DEFECT PILE CAP/BEAM AREA

(SF)

DEPTH

(IN)

EST QTY

(CF)

EXIST

DETAIL

DETAILL (FT) V (IN) H (IN)

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

SR604

P1 0.5:A.8 LCR 2 7 C2/SR503 A1/SR503

P2 1.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P3 2:B.1 LCR 2 7 C2/SR503 A1/SR503

P4 2.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P5 3.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P6 5.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P7 6.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P8 7.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P9 8:B.1 LCR 2 7 C2/SR503 A1/SR503

P10 8:A LCR 5 10 C2/SR503 A1/SR503

P11 10:B.1 LCR 2 7 C2/SR503 A1/SR503

P12 10.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P13 10.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P14 11.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P15 12:A LCR 5 10 C2/SR503 A1/SR503

P16 14.7:A.8 LCR 2 7 C2/SR503 A1/SR503

P17 1.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P18 1.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P19 2.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P20 2.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P21 2.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P22 3.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P23 3.7:D.1 LCR 3 20 C2/SR503 A1/SR503

P24 4:C.9 LCR 3 8 C2/SR503 A1/SR503

P25 4.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P26 5.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P27 5.5:D.1 LCR 3 8 C2/SR503 A1/SR503

P28 6:C.9 LCR 3 8 C2/SR503 A1/SR503

P29 6.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P30 7:C.9 LCR 3 8 C2/SR503 A1/SR503

P31 8.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P32 9.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P33 10:C.9 LCR 3 8 C2/SR503 A1/SR503

P34 10.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P35 11.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P36 11.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P37 12.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P38 14.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P39 17.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P40 17.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P41 7:E LCR 4 9 C2/SR503 A1/SR503

P42 8:E LCR 4 9 C2/SR503 A1/SR503

P43 1:F LCR 4 9 C2/SR503 A1/SR503

P44 2:G LCR 4 9 C2/SR503 A1/SR503

P45 1:H LCR 4 9 C2/SR503 A1/SR503

P46 4:I LCR 4 9 C2/SR503 A1/SR503

P47 1:J LCR 4 9 C2/SR503 A1/SR503

P48 18.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P49 23.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P50 24:C.9 LCR 3 8 C2/SR503 A1/SR503

P51 25:C.9 LCR 3 8 C2/SR503 A1/SR503

P52 26:C.9 LCR 3 8 C2/SR503 A1/SR503

P53 27:C.9 LCR 3 8 C2/SR503 A1/SR503

P54 28.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P55 29:C.9 LCR 3 8 C2/SR503 A1/SR503

P56 31:C.9 LCR 3 8 C2/SR503 A1/SR503

P57 32.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P58 33.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P59 33.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P60 34:C.9 LCR 3 8 C2/SR503 A1/SR503

P61 35:C.9 LCR 3 8 C2/SR503 A1/SR503

P62 35.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P63 36.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P64 37.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P65 37.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P66 38.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P67 39:C.9 LCR 3 8 C2/SR503 A1/SR503

P68 39.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P69 22:E LCR 4 9 C2/SR503 A1/SR503

P70 42:C.9 LCR 3 8 C2/SR503 A1/SR503

P71 43:C.9 LCR 3 8 C2/SR503 A1/SR503

P72 44.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P73 44.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P74 45:C.9 LCR 3 8 C2/SR503 A1/SR503

P75 45.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P76 45.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P77 46:C.9 LCR 3 8 C2/SR503 A1/SR503

P78 47.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P79 47.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P80 49:C.9 LCR 3 8 C2/SR503 A1/SR503

P81 49.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P82 49.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P83 51:C.9 LCR 3 8 C2/SR503 A1/SR503

P84 53:C.9 LCR 3 8 C2/SR503 A1/SR503

P85 54:C.9 LCR 3 8 C2/SR503 A1/SR503

P86 55:C.9 LCR 3 8 C2/SR503 A1/SR503

P87 56.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P88 57.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P89 57.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P90 58:C.9 LCR 3 8 C2/SR503 A1/SR503

P91 58.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P92 60.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P93 54:E LCR 4 9 C2/SR503 A1/SR503

P94 66.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P95 66.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P96 67.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P97 67.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P98 68.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P99 70.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P100 72:C.9 LCR 3 8 C2/SR503 A1/SR503

P101 72.7:D.1 LCR 3 10 C2/SR503 A1/SR503

P102 73:C.9 LCR 3 8 C2/SR503 A1/SR503

P103 73.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P104 74.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P105 74.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P106 75.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P107 75.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P108 76:C.9 LCR 3 8 C2/SR503 A1/SR503

P109 77.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P110 77.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P111 78:C.9 LCR 3 8 C2/SR503 A1/SR503

P112 78.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P113 78.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P114 78.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P115 79:C.9 LCR 3 8 C2/SR503 A1/SR503

P116 79.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P117 79.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P118 79.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P119 62:E LCR 4 9 C2/SR503 A1/SR503

P120 76.8:F LCR 4 9 C2/SR503 A1/SR503

P121 76.8:I LCR 4 9 C2/SR503 A1/SR503

P122 77.2:I LCR 4 9 C2/SR503 A1/SR503

P123 76.8:J LCR 4 9 C2/SR503 A1/SR503

P124 82:C.9 LCR 3 8 C2/SR503 A1/SR503

P125 84.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P126 85:C.9 LCR 3 8 C2/SR503 A1/SR503

P127 85.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P128 85.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P129 86.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P130 86.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P131 87.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P132 87.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P133 88.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P134 89:C.9 LCR 3 8 C2/SR503 A1/SR503

P135 89.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P136 90:C.9 LCR 3 8 C2/SR503 A1/SR503

P137 90.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P138 91.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P139 91.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P140 93:C.9 LCR 3 8 C2/SR503 A1/SR503

P141 93.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P142 94.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P143 95.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P144 99:C.9 LCR 3 8 C2/SR503 A1/SR503

P145 99.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P146 99.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P147 100:C.9 LCR 3 8 C2/SR503 A1/SR503

P148 100.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P149 101.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P150 102:C.9 LCR 3 8 C2/SR503 A1/SR503

P151 102.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P152 115:B.1 LCR 2 7 C2/SR503 A1/SR503

P153 119.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P154 119.7:A.8 LCR 2 7 C2/SR503 A1/SR503

P155 121.7:A.8 LCR 2 7 C2/SR503 A1/SR503

P156 122:A LCR 5 10 C2/SR503 A1/SR503

P157 122:B.1 LCR 2 7 C2/SR503 A1/SR503

P158 122.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P159 123.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P160 102.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P161 103.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P162 103.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P163 103.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P164 104.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P165 104.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P166 104.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P167 105.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P168 105.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P169 107:C.9 LCR 3 8 C2/SR503 A1/SR503

P170 107.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P171 107.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P172 107.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P173 108:C.9 LCR 3 8 C2/SR503 A1/SR503

P174 108.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P175 108.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P176 108.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P177 109:C.9 LCR 3 8 C2/SR503 A1/SR503

P178 108.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P179 109.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P180 110:C.9 LCR 3 8 C2/SR503 A1/SR503

P181 110.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P182 111:C.9 LCR 3 8 C2/SR503 A1/SR503

P183 112:C.9 LCR 3 8 C2/SR503 A1/SR503

P184 112.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P185 112.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P186 113:C.9 LCR 3 8 C2/SR503 A1/SR503

P187 113.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P188 113.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P189 114.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P190 114.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P191 115.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P192 116:C.9 LCR 3 8 C2/SR503 A1/SR503

P193 116.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P194 117.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P195 117.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P196 118:C.9 LCR 3 8 C2/SR503 A1/SR503

P197 118.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P198 118.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P199 118.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P200 119:C.9 LCR 3 8 C2/SR503 A1/SR503

P201 120.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P202 121.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P203 122:C.9 LCR 3 8 C2/SR503 A1/SR503

P204 122.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P205 105:E LCR 4 9 C2/SR503 A1/SR503

P206 110:E LCR 4 9 C2/SR503 A1/SR503

P207 111:E LCR 4 9 C2/SR503 A1/SR503

P208 114:E LCR 4 9 C2/SR503 A1/SR503

P209 115:E LCR 4 9 C2/SR503 A1/SR503

P210 117:E LCR 4 9 C2/SR503 A1/SR503

P211 118:E LCR 4 9 C2/SR503 A1/SR503

P212 120:E LCR 4 9 C2/SR503 A1/SR503

P213 121:E LCR 4 9 C2/SR503 A1/SR503

P214 124.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P215 125.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P216 126.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P217 126.7:A.8 LCR 2 7 C2/SR503 A1/SR503

P218 127.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P219 127.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P220 129.5:B.1 LCR 2 7 C2/SR503 A1/SR503

P221 130:B.1 LCR 2 7 C2/SR503 A1/SR503

P222 131.2:A.8 LCR 2 7 C2/SR503 A1/SR503

P223 126:C LCR 4 9 C2/SR503 A1/SR503

P224 131:C LCR 4 9 C2/SR503 A1/SR503

P225 132:C LCR 4 9 C2/SR503 A1/SR503

P226 133:C LCR 4 9 C2/SR503 A1/SR503

P227 124:C.9 LCR 3 8 C2/SR503 A1/SR503

P228 124.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P229 124.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P230 124.7:C.9 LCR 3 8 C2/SR503 A1/SR503

P231 126:C.9 LCR 3 8 C2/SR503 A1/SR503

P232 126.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P233 126.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P234 127.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P235 128.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P236 129.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P237 129.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P238 130.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P239 131:C.9 LCR 3 8 C2/SR503 A1/SR503

P240 131.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P241 131.7:D.1 LCR 3 8 C2/SR503 A1/SR503

P242 133:C.9 LCR 3 8 C2/SR503 A1/SR503

P243 133.2:D.1 LCR 3 8 C2/SR503 A1/SR503

P244 124:E LCR 4 9 C2/SR503 A1/SR503

P245 125:E LCR 4 9 C2/SR503 A1/SR503

P246 126:E LCR 4 9 C2/SR503 A1/SR503

P247 133:E LCR 4 9 C2/SR503 A1/SR503

P248 129:F LCR 4 9 C2/SR503 A1/SR503

P249 130:F LCR 4 9 C2/SR503 A1/SR503

P250 131:F LCR 4 9 C2/SR503 A1/SR503

P251 135:E.9 CCS 8 13 C2/SR503 A1/SR503

P252 136:E.7 LCR 8 13 C2/SR503 A1/SR503

P253 127:G LCR 4 9 C2/SR503 A1/SR503

P254 126:A LCR 4 9 C2/SR503 A1/SR503

P255 85.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P256 88:C LCR 4 11 C2/SR503 A1/SR503

P257 113:C.9 LCR 3 20 C2/SR503 A1/SR503

P258 114.5:C.9 LCR 3 8 C2/SR503 A1/SR503

P259 115:C.9 LCR 3 8 C2/SR503 A1/SR503

P260 125:C.9 LCR 3 8 C2/SR503 A1/SR503

P261 124.2:A.8 LCR 2 7 C2/SR503 A1/SR503

TOTAL LENGTH (LF) 2138

PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

DEFECT

LENGTH (FT)

JACKET

LENGTH (FT)

EXIST

DETAIL

REPAIR

DETAIL

PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

DEFECT

LENGTH (FT)

JACKET

LENGTH (FT)

EXIST

DETAIL

REPAIR

DETAIL

PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

DEFECT

LENGTH (FT)

JACKET

LENGTH (FT)

EXIST

DETAIL

REPAIR

DETAIL

PILE DEFECT INFORMATION

DEFECT ID

NO.

DEFECT

LOC

DEFECT

TYPE

DEFECT

LENGTH (FT)

JACKET

LENGTH (FT)

EXIST

DETAIL

DETAIL

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

S100

A1 GENERAL ARRANGEMENT PLAN - REPAIR

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

M A

TC

H

L

IN

E

S E

E S

S111

A1 PARTIAL DECK UNIT PLAN

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

KEY PLAN

S112

M A

TC

H

L

IN

E

S E

E S

M A

TC

H

L

IN

E

S E

E S

A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

S O

U

TH

E A

S T

R E

PA

IR

S T

O P

O S

E

ID

O N

W H

A R

F

S113

M A

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