g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5...

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Structure Inspection Program Phase I Inspection Report North C&SF SERVICE REGION St. Cloud Field Station Structure G111 This structure is a five barreled, corrugated metal pipe culvert with flashboard control Civil, Mechanical, Structural By 1400 Centrepark Boulevard, Suite 1000 West Palm Beach, Florida 33401 561-209-6600 CA#4213 The official record of this report is the electronic file signed and sealed under rule 61G 15-23.003 F.A.C. South Florida Water Management District Contract No. CN4600000771-WO01 Brian J. Lesko Digitally signed by Brian J. Lesko DN: cn=Brian J. Lesko, o=HDR, ou=PE No. 55869, email=brian. [email protected], c=US Date: 2010.09.28 10:30:14 -04'00'

Transcript of g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5...

Page 1: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Phase I Inspection Report

North C&SF SERVICE REGION St. Cloud Field Station

Structure G111 This structure is a five barreled, corrugated metal pipe culvert with flashboard control

Civil, Mechanical,

Structural

By

1400 Centrepark Boulevard, Suite 1000West Palm Beach, Florida 33401

561-209-6600CA#4213

The official record of this report is the electronic file signed and sealed under rule 61G 15-23.003 F.A.C. South Florida Water Management District Contract No. CN4600000771-WO01

Brian J. Lesko

Digitally signed by Brian J. Lesko DN: cn=Brian J. Lesko, o=HDR, ou=PE No. 55869, [email protected], c=US Date: 2010.09.28 10:30:14 -04'00'

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Underwater Structural

Infrastructure Engineers, Inc.2121 Old Hickory Tree Rd

Saint Cloud, Fl 34772407-957-1660

CA#6876Andrew R. Young

Digitally signed by Andrew R. Young DN: cn=Andrew R. Young, o=Infrastructure Engineers, Inc., ou=PE No. 70147, [email protected], c=US Date: 2010.09.28 10:31:01 -04'00'

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

1.1 Structure Description and Inspection Summary This structure is a five barreled, corrugated metal pipe culvert with flashboard control. This structure has five corrugated metal pipes that have had 5-ft long extensions added to the downstream ends. The end sections are corrugated metal arches, not full pipes. The headwall is a grout bag wall with grout bags between the barrel extensions. The structure is located at the outlet of Lake Jackson in the Upper Kissimmee River Basin and was constructed in June 1994. The purpose of the structure is to control the water level in Lake Jackson. Water level is maintained to not exceed 56.0 ft. Structure Technical Details:Type: Corrugated Aluminum Bituminous Coating pipe with upstream control Number of Barrels: 5 Size of Barrels: 7 ft Length of Barrels: 46.5 ft Flow Line: 45 ft Bypass Water Level: 59 ft Control: Discharge is controlled by manually operated flashboards Board Size: 3" x 6" x 108" Inspection Summary: This structure was inspected by the surface team and the underwater team on April 27, 2010 with findings generalized in Table 1.1.

Table 1.1 Report Summary

Inspection Summary

Estimated Cost To Repair C-4/C-5

Deficiencies The general condition of Structure G111 was rated C-3 with the following C-3 and C-4 rated deficiencies: C-3:

CIVIL: Vehicle gate hardware needs replacing. Upstream and downstream riprap needs replacement. Guardrail timber spacing needs replacement, some missing. Fencing on access bridge needs repair. Need signs: No Boating, Gates Open Without Warning/No Swimming, No Parking, Structure Identification. Level and gate position indicators missing.

MECHANICAL: Drill operated stems should have drill stand provided for operation, areas of corrosion and debris build-up in stem threads, areas of corrosion on fasteners and operator input shaft, Gate 6 missing 1 of 3 cover fasteners, Gate 6, 1 of 4 anchor bolts loose. No lock washers or double nuts on any anchor bolts. Dissimilar metal reaction occurring between carbon steel operator housing and aluminum machinery frames.

ELECTRICAL: No C-3 items. STRUCTURAL: No C-3 items.

$ 23,000

Page 3 of 32 Inspection Summary

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Page 4 of 32 Inspection Summary

Inspection Summary

Estimated Cost To Repair C-4/C-5

Deficiencies UNDERWATER: Upstream heavy vegetation and debris is

keeping Gate 4 from fully seating. C-4:

STRUCTURAL: Barrel 4 end section has foundation failure (see Underwater).

UNDERWATER: Barrel 4 end section has foundation failure and has settled (approx. 3 in). Downstream, Grout bag wall has slump failure between Barrels 4 and 5.

Overall structure recommendation:

No Action/Monitor Maintenance Repair

X Capital Repair

Emergency Repair Structure Replacement Expedited Structure Replacement

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Previous Inspection Summary

Page 5 of 32 Previous Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

2.1 Previous Inspections

The structure was last inspected on March 13, 2007 by Malcom Pirnie, Inc. During the previous inspection, the structure was reported to be in overall C-2 - C-3 condition, as follows:

Table 2.1 Previous Inspection Summary

Discipline Description Repair Status

C-4 Moderate Deficiencies – Repair Required DS-Und-Com The Grout bag wall between Barrels 4 and 5 has created a slumped and

voided area, approximately 2’ x 2’ along the length of the end section (6’). Barrel No. 4 End Section has a failed foundation connection (anchor rod) and is separated and pushed inward 8". An approximately a 4’ x 6’ x 1’ void currently exists, however after reshaping of the barrel, it is expected that a smaller area will need to be filled.

Still Needs Attention

C-3 Minor Deficiencies – Schedule Repair Civil U/S Slope Protection: Few stones visible, small washouts several

places. Rip-rap / erosion protection should be redone. Still Needs Attention

Civil D/S Slope Protection: Few stones visible, small washouts several places. Rip-rap / erosion protection should be redone.

Still Needs Attention

Civil Fence is leaning against structure, too much vegetation on and around fence.

Fence Needs Attention

Civil A “No Trespassing Sign” was not observed. Assumed Not Needed

Civil No identification signs were observed. Still Needs Attention

Civil No position indicators were observed. Still Needs Attention

Upstream Timber debris in front of gates, Gate 3 not seated because of debris. Was not Observed

Page 6 of 32 Previous Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Current Inspection Findings and Recommendations

Page 7 of 32 Current Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

3.1 Current Inspection Complete inspection findings, by structure element, are presented on the checklist in Appendix A. Each finding is assigned a rating ranging from C-1 to C-5 (Table 3.1).

Table 3.1 Inspection Rating System Rating Definition Description C-1 No Further Action Overall Structure – All old deficiencies noted from the previous

inspection have been corrected. Individual Element – Item does not require repair or supplemental monitoring.

C-2 Monitor Overall Structure – Most old deficiencies noted from the previous inspection have been corrected. Individual Element – Item should be monitored and if condition worsens the item should be repaired.

C-3 Schedule Repair Overall Structure – Minor deficiencies and/or several old minor deficiencies noted in the last inspection have not been corrected. Individual Element – Item should be scheduled for repair during next maintenance cycle or upgrade.

C-4 Repair Required Overall Structure – Serious deficiencies that if not immediately corrected may lead to or cause deterioration of the structure. Individual Element – Expedited repair required to make item operational or to address safety issues.

C-5 Major Deficiency Overall Structure – Major deficiencies such that the structural integrity of the structure will probably not withstand a major flood event. Individual Element – Item is not performing its intended function and/or presents a safety concern requiring immediate repair.

3.2 Project Organization

Structure inspections were performed by separate inspection teams accompanied by a District Field Station staff member. The underwater inspection team performed inspections separately from the surface team so that the structure could be locked out/tagged out. The above-water inspection team was led by HDR Engineering, Inc. The underwater team was led by Infrastructure Engineers, Inc. Key project personnel, their organization, and their responsibilities are listed in Table 3.2.

Table 3.2 Key Personnel Individual Company Qualifications Project

ResponsibilitiesBrian Leshko 412-497-6218 [email protected]

HDR Professional Engineer

Structural Inspection

Heather Manganiello 561-209-6601 [email protected]

HDR Professional Engineer

Civil Inspection

Page 8 of 32 Current Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Matthew McGuire 718-415-8642 [email protected]

HDR Professional Engineer

Mechanical Inspection

Kendra Bolon 614-310-3048 [email protected]

Infrastructure Engineers

Professional Engineer

Underwater Inspection

3.3 Detailed Inspection Findings and Recommendations Findings and recommendations for elements rated C-3 and higher are detailed below (Tables 3.3 to 3.5).

Table 3.3 C-5 Major Deficiencies – Immediate Action Required Checklist

No. Deficiency Recommendation Cost

Estimate NA NA NA NA

Table 3.4 C-4 Moderate Deficiencies – Repair Required Checklist

No. Deficiency Recommendation Cost

Estimate ST152/DS55 1. Barrel #4: The entire

downstream arch end section has failed (5’), due tosettlement and separation from downstream end of CMP. There is settlement and shifting up to 3”. This is due to the erosion of grout bags supporting end arch section.

2. Foundation of grout bags has settled. These issues are due to the erosion and settling over time.

These are C-4 items since these repairs are capital repairs and are needed for the proper operation of the structure.

1. Dewater structure using coffer dam (Section 02401 of SFWMD Specifications) and bypass via the adjacent spillway.

2. Barrel end arch section only needs repositioning and stabilization with grout bags; assume 10 to 20 grout bags. Note, more may be needed.

Categorize estimates (%) as follows: Engineering Services for Design – 12% Materials and Equipment – 10% Site Preparation/Cleanup – 10% Dewatering – 20% Labor and Installation – 38% Overhead and Profit – 10% Current Construction Cost Index: Engineering News-Record (ENR) Construction Cost Index, dated July 2010. Construction Cost Index Value: 8864.72

$15,000

Page 9 of 32 Current Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Checklist No. Deficiency

Cost Recommendation Estimate

DS104 The wall of Grout Bags at the downstream end has slump failure between Barrels #4 and #5. Full height by 3' wide (height along slope approximately equal to pipe diameter - 6') due to erosion.

These are C-4 items since these repairs are capital repairs and are needed for the proper operation of the structure.

1. Dewater structure using coffer dam (Section 02401 of SFWMD Specifications) and bypass via the adjacent spillway.

2. Replace missing grout bags; 20-30 grout bags.

Categorize estimates (%) as follows: Engineering Services for Design – 12% Materials and Equipment – 10% Site Preparation/Cleanup – 10% Dewatering – 20% Labor and Installation – 38% Overhead and Profit – 10% Current Construction Cost Index: Engineering News-Record (ENR) Construction Cost Index, dated July 2010. Construction Cost Index Value: 8864.72

$8,000

Table 3.5 C-3 Minor Deficiencies – Schedule Repairs1

Checklist No. Deficiency Recommendation

CV3 Vehicle gate at the structure has damaged and corroded hardware.

Remove and dispose of damaged and corroded hinges (2) and install (2) heavy duty galvanized gate hinges; per SFWMD Detail Sheet C2. There are upstream gates used for vehicle control, this gate is seldom used and is in the open position under normal operating conditions.

CV4 Upstream slope requires more rip-rap, erosion protection. The area affected is approximately 100 ft long by 15 ft along the bank slope.

Remove the existing remaining rip rap. Install geotextile fabric and rip rap for 100 ft by 15 ft area beginning at the south side of the timber catwalk and extending south along bank, in accordance with Section 02370 of SFWMD Specifications and Detail C10 of SFWMD Standard Details.

Page 10 of 32 Current Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Checklist No. Deficiency Recommendation

CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is approximately 125 ft long by 30 ft along the slope, beginning at the west tip of the downstream berm; as shown in photo.

Insert coffer dam downstream of berm and dewater area, per Section 02401 of Specifications. Replace dirt that has washed out in the 125 ft by 30 ft area along whole slope (native soil), approximately 1,000 cu. yds, and compact soil in accordance with Section 02200 of SFWMD Specifications. Install geotextile fabric and rip rap for 125 ft by 30 ft area in accordance with Section 02370 of SFWMD Specifications and Detail C10 of SFWMD Standard Details.

CV9 Missing timber spacer on downstream guardrail (west rail, 9th spacer counting from the south). Only 1 bolt per spacer, resulting in spacer rotation (all guardrail).

Replace missing timber offset on downstream guardrail (West rail, 9th spacer counting from the south) with Southern Pine Lumber (no. 1 grade) timber block offset, per FDOT Specification Section 536. Replace missing bolts on all spacers with galvanized steel bolts (ASTM A153) as noted in Section 02451 of SFWMD Specifications.

CV10 1. Far downstream timber fence post is tilting and has sagging barbed wire.

2. Chain link fence not attached to posts at upstream south corner next to platform. Fencing does not prevent access or falling behind structure.

1. Reset tilting timber fence corner stabilize with concrete footing (per C4 of SFWMD Detail). Remove hanging barb wire, site is used as bridge and barb wire is not needed.

2. Reattach existing chain link fence with U-shaped galvanized steel wire to provide tension of fence fabric, per Section 02821 of SFWMD Specifications.

CV100 Missing sign. (“No Boating”) Provide sign as shown in Detail C5 of SFWMD Standard Details. Sign to be aluminum (0.125”) with timber sign posts and stainless steel mounting hardware. Lettering to be as shown on Detail C5 (6” Tall).

CV102 Gates Open Without Warning/No Swimming sign is missing.

Provide sign as shown in Detail C5 of SFWMD Standard Details; with the modification that the message read “Gates Open Without Warning”. Sign to be aluminum (0.125”) with timber sign posts and stainless steel mounting hardware. Lettering to be as shown on Detail C5 (6” Tall).

CV103 No parking sign is missing. Provide sign, as noted in Section 02821 of Specifications [Non-metallic, 0.125” thick white polyethylene warning signs mounted to wooden post already existing onsite]. Standard No Parking Sign, size: 12x18 inch.

Page 11 of 32 Current Inspection

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Page 12 of 32 Current Inspection

Checklist No. Deficiency Recommendation

CV105 No structure identification. Install structure identification sign using SFWMD standard ID post sign or galvanized U-channel post 6' long with a 6"x4" 0.04 gauge metal plate with a white background (Engineer grade reflective material) and black lettering.

CV150 Water Level indicator on structure is missing. Furnish and install water level indicator on structure; similar to Staff Gauge per Section 02781 of SFWMD specifications. Porcelain enamel iron gauge, strips graduated in tenths of a foot. Attach to structure with stainless steel fastenings.

CV152 Gate position indicators are missing. Replace ten stem covers with clear plastic stem covers that have closed, open, 1/4, 1/2 and 3/4 position indicator decals.

ME2 Drill operated stems; Drills do not have drill stands provided for operation.

Operating drills should be provided with support stands and torque limiting couplings for the safety of the operating staff.

ME6 Areas of corrosion and debris buildup in stem threads, areas of surface corrosion on fasteners and operator input shaft (approx 50% area), gate 6 missing 1 of 3 cover fasteners, gate 6, 1 of 4 anchor bolts loose. No lock washers or double nuts on any anchor bolts. Dissimilar metal reaction occurring between carbon steel operator housing and aluminum machinery frames.

Clean non-bearing machinery surfaces according to the requirements of SSPC SP2 and paint using methods described in Section 09900 of SFWMD specifications (2010). Replace missing cover fastener with self tapping galvanized hex head screw, and tighten anchor bolt on Gate 6. Install galvanized lock washers on all mounting fasteners. Install isolating neoprene rubber 70A durometer hardness gaskets between the steel operating housings and the aluminum machinery supports.

ME50 Gate Operation should be performed with a torque power tool on a stand. Debris in stem threads causes gate operation to slow.

Stem rods should be kept clean of debris and lubricated on a frequent basis.

US58 Vegetation debris keeping Gate 4 from fully seating.

Open gate 4. SFWMD dive team to clean out debris at Gate 4.

1Cost estimates are not required for findings rated below C-4.

Inspection findings rated C-3 and higher are depicted on the site sketch and in photographs in Appendix B. Copies of field notes are provided in Appendix C.

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendices

Page 13 of 32 Appendices

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendix A: Page 14 of 32 Inspection Checklist

Appendix A Inspection Checklist

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STRUCTURE INSPECTION PROGRAM COVER SHEET

# G t #P #B l

Culvert St. CloudStructure Type: Field Station Service Area: Structure Address/Location:

Outlet of Lake Jackson in Upper Kissimmee Basin

3/14/2007

Control Structure (CS) No.: Work Order Number: Region

Malcolm Pirnie, Inc.Previous Inspection Date: Previous Inspector:

G111 CN4600000771-WO01 North C&SF

Inspector InformationPrime Consultant Company: PhoneHDR Construction Control Corp. 561-209-6600Lead Inspector: Discipline: Signature:Brian Leshko Civil/Structural/MechanicalInspection Date: Time On-site: Time Off-site:

4/27/2010 12:15 14:15Project Sub-Consultant Company: PhoneInfrastructure Engineers, Inc. 407-957-1660Inspectors: Discipline: Signature:Andrew Young UnderwaterInspection Date: Time On-site: Time Off-site:

4/27/2010 12:12 15:15:00Project Sub-Consultant Company: Phone

Inspectors: Discipline(s): Signature:

Structure DetailsUp Stream: Down Stream:

Inspection Date: Time On-site: Time Off-site:

54.2 ft., NGVD 50.8 ft., NGVDD i ti W t C t l/P i M h i

Water Level

Civil Structural Mechanical Electrical Pump StationUnderwater

Version: FY 2010 Page 1 of 38

# Gates #Pumps #Barrels5 5

C-1 No Further Action

C-2 Monitor1

C-3 Schedule Repair1

C-4 Repair Requried1

C-5 Major Deficiency1

Description: Water Control/Pumping Mechanism:

Definitions of C-Rating System:

5 barrel culvert single stem, manual driveApplicable Checklists:

Major deficiencies such that the structural integrity of the structure will probably not withstand a major flood event. Item is not performing its intended function and/or presents a safety concern requiring immediate repair.

Inspection Comments:

1C-2 through C-5 ratings require explanation. Items rated C-3 and higher require rating of sub-components

All old deficiencies noted from the previous inspection have been corrected. Item does not require repair or supplemental monitoring.

Most old deficiencies noted from the previous inspection have been corrected. Item should be monitored and if condition worsens the item should be repaired.

Minor deficiencies and/or several old minor deficiencies noted in the last inspection have not been corrected. Item should be scheduled for repair during next maintenance cycle or upgrade.

Serious deficiencies that if not immediately corrected may lead to or cause deterioration of the structure. Expedited repair required to make item operational or to address safety issues.

Civil Structural Mechanical Electrical Pump StationUnderwater

Version: FY 2010 Page 1 of 38

Page 16: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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Page 17: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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CV

104

Bui

ldin

g E

xit

NA

CV

105

Stru

ctur

e Id

entif

icat

ion

3N

ot p

rese

nt o

r mis

sing

CV

106

Oth

ers

(des

crib

e)1

Larg

e M

outh

Bas

s S

ign

in g

ood

cond

ition

. WM

A N

atur

al "n

o lit

terin

g" in

goo

d co

nditi

on.

CV

150

Leve

l (on

Stru

ctur

e)3

Not

pre

sent

CV

151

Sta

ff G

auge

(in

chan

nel)

1U

pstre

am: 5

4.2

ft., D

owns

tream

: 50.

8 ft.

CV

152

Gat

e P

ositi

on In

dica

tor

3N

ot p

rese

ntC

V20

0A

ncho

ring

NA

CV

201

Alig

nmen

tN

AC

V20

2S

eatin

g A

ngle

NA

CV

203

Gra

ting

Con

ditio

nsN

AC

V25

0W

indo

ws

NA

CV

251

Doo

rsN

AC

V25

2W

alls

NA

CV

253

Ven

ts

NA

CV

254

Shu

tters

/Hoo

ds/L

ouve

rsN

AC

V25

5Li

ghtin

g A

dequ

ate

NA

CV

300

Win

dow

s N

AC

V30

1D

oors

NA

CV

302

Wal

lsN

AC

V30

3V

ents

N

AC

V30

4Fl

oor

NA

CV

305

Cei

ling

NA

CV

306

Bat

hroo

ms

NA

CV

307

Ligh

ting

Ade

quat

eN

AC

V30

8Lo

wer

Lev

els

NA

CV

350

Fire

Ext

ingu

ishe

rs (I

nspe

ctio

n C

urre

nt)

NA

CV

351

Cle

aran

ce A

roun

d E

xtin

guis

hers

NA

CV

352

Exi

t Sta

irs C

lear

NA

CV

353

Sto

rage

of F

lam

mab

les

NA

CV

354

Fire

Ext

ingu

ishe

r Sig

nsN

AC

V35

5Fi

re P

reve

ntio

n S

yste

m (I

nspe

ctio

n C

urre

nt)

NA

CV

400

Ais

les-

Uno

bstru

cted

and

Cle

anN

AC

V40

1S

tairs

- Uno

bstru

cted

and

Cle

anN

AC

V40

2Fl

oors

- Uno

bstru

cted

and

Cle

anN

AC

V40

3M

ater

ials

Nea

tly S

tore

dN

AC

V40

4W

ash

Faci

litie

s/Lo

cker

Roo

ms

Cle

anlin

ess

NA

CV

450

Firs

t Aid

Kits

/Saf

ety

Equ

ipm

ent

NA

CV

451

Ladd

ers

Saf

ely

Sto

red

NA

Civ

il-E

xter

ior

Civ

il-G

auge

s

Civ

il-S

afet

y G

ratin

g

Civ

il-In

terio

r

Civ

il-H

ouse

keep

ing

Civ

il-Fi

re

Civ

il-S

afet

y

Pag

e 3

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 18: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsC

V10

00C

ivil-

Com

men

tsA

dditi

onal

Item

s &

Com

men

ts2

Wee

ds g

row

ing

in fr

ont o

f all

5 ga

tes,

mon

itor f

or fu

rther

gr

owth

. Spi

llway

: gap

sta

rting

bet

wee

n sh

eet p

ile a

nd

conc

rete

(DS

sid

e) m

onito

r for

furth

er s

plitt

ing.

ME

1C

hain

Hoi

stN

AM

E2

Man

ual G

ate

Ope

rato

rs3

Dril

l sta

nd m

issi

ng -

See

sub

-com

pone

nts

chec

klis

tM

E3

Hyd

raul

ic H

oist

N

AM

E4

Hyd

raul

ic P

ower

Sys

tem

NA

ME

5C

able

Dru

m H

oist

NA

ME

6S

ingl

e S

tem

Hoi

st3

Cor

rosi

on a

nd m

issi

ng c

over

fast

ener

s an

d lo

ck w

ashe

rs o

n an

chor

bol

ts -

See

sub

-com

pone

nts

chec

klis

tM

E7

Dua

l Ste

m H

oist

NA

ME

8E

lect

ric G

ate

Act

uato

rsN

AM

E50

Ups

tream

Gat

e| T

ype:

Slid

e G

ate

3D

ebris

in s

tem

thre

ads

- See

sub

-com

pone

nts

chec

klis

tM

E51

Dow

nstre

am G

ate|

Typ

e:N

AM

E52

Gat

e G

uide

s/G

ate

Con

trol

1M

E53

Gat

e O

ilers

/Gre

aser

s2

Dry

are

as w

ith n

o gr

ease

and

deb

ris b

uild

up o

n st

em. M

onito

r fo

r fur

ther

bui

ldup

.M

E54

Lim

itorq

ue S

yste

ms

NA

ME

55N

avig

atio

n Lo

cks

Ups

tream

NA

ME

56N

avig

atio

n Lo

cks

Dow

nstre

amN

AM

E57

Sto

p Lo

gs/N

eedl

e B

eam

sN

AM

E10

0S

tillin

g W

ell &

Non

-Bub

bler

Lev

el D

etec

tion

Sys

tem

(If '

NA

', w

hy?)

1

ME

101

Bub

bler

Lev

el D

etec

tion

Sys

tem

NA

ME

102

Em

erge

ncy

Gen

erat

orN

AM

E10

3A

ncill

ary

Mot

ors

NA

ME

104

Hea

ting

Ven

tilat

ion

and

Air

Con

ditio

ning

S

yste

mN

A

ME

1000

Mec

hani

cal-C

omm

ents

Add

ition

al It

ems

& C

omm

ents

NA

Mec

hani

cal-H

oist

Mec

hani

cal-G

ates

Mec

hani

cal-G

ener

al

Pag

e 4

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 19: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsE

L1C

ontro

l Hou

se E

lect

rical

Equ

ipm

ent-O

vera

ll C

ondi

tion

NA

No

elec

trica

l com

pone

nts

at th

is s

truct

ure

EL2

Ligh

ting

NA

EL3

Wiri

ng D

evic

es (e

.g. s

witc

hes,

rece

ptac

les)

NA

EL4

Cab

les

and

Wire

sN

AE

L5R

acew

ays,

Fitt

ings

, and

Sup

port

NA

EL6

Gro

undi

ng S

yste

ms

NA

EL7

Ele

ctric

al B

oxes

NA

EL8

Tran

sfor

mer

sN

AE

L9Tr

ansf

er S

witc

hes

NA

EL1

0G

ener

ator

sN

AE

L11

Mot

ors/

Mot

or S

tarte

rsN

AE

L12

Ven

tilat

ion

Sys

tem

NA

EL5

0C

ontro

l Pan

els

NA

EL5

1C

apac

itor S

izes

NA

EL5

2P

anel

boar

dsN

AE

L100

Floa

t Con

trol S

witc

hN

AE

L101

Bub

bler

Sys

tem

NA

EL1

02Te

lem

etry

Sys

tem

/Com

mun

icat

ion

Sys

tem

N

A

EL1

03In

stru

men

tatio

nN

AE

L150

Ligh

tnin

g P

rote

ctio

n an

d S

urge

Sup

pres

sors

NA

EL1

51D

isco

nnec

ting

Dev

ices

NA

EL1

52E

xplo

sion

-pro

of S

eals

NA

EL1

53Fa

il-S

afe

Inte

rlock

sN

AE

L154

Ala

rm S

yste

mN

AE

L155

Ele

ctric

al S

afet

yN

AE

L156

Ele

ctric

al S

tand

ardi

zatio

n N

AE

L200

Ele

ctric

Act

uato

r Equ

ipm

ent

NA

EL2

01Li

mit

Sw

itche

sN

AE

L202

Man

atee

Sys

tem

NA

EL2

03C

atho

dic

Pro

tect

ion

NA

EL2

04S

olar

Pow

ered

Uni

tsN

AE

L205

Sig

nal E

quip

men

t/Lig

hts

NA

EL1

000

Ele

ctric

al-C

omm

ents

Add

ition

al It

ems

& C

omm

ents

NA

Ele

ctric

al-S

afet

y/S

ecur

ity

Ele

ctric

al-E

xter

ior

Ele

ctric

al-P

anel

s

Ele

ctric

al In

stru

men

tatio

n

Ele

ctric

al-G

ener

al

Pag

e 5

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 20: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsS

T1S

truct

ure-

Gen

eral

Con

cret

e C

ondi

tion

1C

oncr

ete

Apr

on o

n fa

r app

roac

h fo

r wat

er c

ross

ing

ST2

Stru

ctur

e-G

ener

al M

etal

Con

ditio

n2

See

writ

e up

on

spec

ific

issu

es b

elow

ST3

Stru

ctur

e-G

ener

al T

imbe

r Con

ditio

n2

See

writ

e up

on

spec

ific

issu

es b

elow

ST4

Stru

ctur

al J

oint

s (e

.g. B

olts

, Wel

ds)

1[A

bove

Wat

erlin

e]S

T5E

xpan

sion

Joi

nts/

Con

stru

ctio

n Jo

ints

NA

ST6

Pav

emen

t Stru

ctur

al In

tegr

ity/J

oint

Con

ditio

nsN

A

ST7

Set

tlem

ent/S

ink

Hol

es1

ST8

Fend

ers

NA

ST9

Moo

rings

(Hoo

ks, C

leat

s)N

AS

T10

Wal

es/T

ie B

acks

(stru

ctur

al h

ardw

are)

NA

ST1

1A

nten

na a

t con

nect

ion

poin

t or f

rom

gro

und

NA

ST1

2P

ipe

Sup

ports

NA

ST5

0S

tillin

g W

ell P

ier

NA

ST5

1In

tegr

ated

Cro

ssin

g B

ridge

/Ser

vice

Brid

ge1

ST5

2P

edes

trian

Acc

ess

Brid

ge/W

alkw

ay/S

tairs

2Fl

oatin

g tim

ber p

lank

at g

roun

ding

(ent

ranc

e to

boa

rdw

alk)

. S

T53

Equ

ipm

ent P

latfo

rm2

Tim

ber p

osts

spl

it ve

rtica

lly. S

plit

top

raili

ng (~

50%

of t

op

rails

). M

onito

r for

furth

er d

egra

datio

n.S

T54

Saf

ety

Rai

lings

and

Anc

hora

ge2

Toe

boar

d no

t nai

led,

tim

ber r

ottin

g (a

ll). M

onito

r for

furth

er

degr

adat

ion.

ST1

00U

pstre

am G

ate|

Typ

e: S

lide

Gat

e2

Dis

sim

ilar m

etal

s in

con

tact

(Gal

vani

c C

ell)

Mon

itor f

or c

orro

sion

.S

T101

Dow

nstre

am G

ate|

Typ

e:N

AN

one

ST1

02G

ate

Ope

rato

rs/A

ctua

tors

2M

anua

lly O

pera

ted.

Slig

ht s

urfic

ial c

orro

sion

ove

r act

uato

r.

ST1

03S

top

Logs

/Nee

dle

Bea

ms

NA

ST1

04Fl

ashb

oard

sN

AS

T105

Sto

p Lo

g/Fl

ashb

oard

Cha

nnel

sN

AS

T106

Cat

hodi

c P

rote

ctio

nN

A

Stru

ctur

al-G

ener

al

Stru

ctur

al-P

latfo

rms/

B

ridge

s

Stru

ctur

al-G

ates

Pag

e 6

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 21: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsS

T150

Col

umns

NA

ST1

51R

eten

tion

Wal

lsN

AS

T152

Cul

verts

Ext

erio

r4

Bar

rel 4

end

sec

tion

foun

datio

n fa

ilure

- S

ee D

S 5

5S

T153

Ris

ers

2D

egra

datio

n (s

light

, 5%

) Mon

itor f

or d

egra

datio

n.S

T154

Win

gwal

ls2

Mon

itor f

or w

asho

ut/m

issi

ng o

f rip

rap

(ups

tream

), m

onito

r gr

out b

ags

used

for w

ater

cro

ssin

g of

f stru

ctur

e fo

r w

asho

ut/m

issi

ng (d

owns

tream

)S

T155

She

et P

iles

and

Bul

khea

ds|

Ty

pe:

NA

ST1

56A

butm

ents

NA

ST1

57H

eadw

all

2V

eget

atio

n gr

owth

ups

tream

of c

ulve

rtS

T158

Inta

ke B

ays

NA

ST1

59D

isch

arge

Bay

sN

AS

T160

Pie

rsN

AS

T161

But

tress

esN

AS

T200

Bui

ldin

g W

alls

NA

ST2

01B

uild

ing

Wal

l-Flo

or C

onne

ctio

nsN

AS

T202

Bui

ldin

g Fl

oors

NA

ST2

03B

uild

ing

Roo

fN

AS

T204

Bui

ldin

g W

all-R

oof C

onne

ctio

nsN

AS

T205

Wat

er P

enet

ratio

n In

side

Bui

ldin

gN

AS

T100

0S

truct

ural

-Com

men

tsA

dditi

onal

Item

s &

Com

men

tsN

A

Stru

ctur

al-C

ompo

nent

s

Stru

ctur

al-B

uild

ings

Pag

e 7

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 22: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsU

S1

Slo

pe D

egra

datio

n/S

tabi

lity

1 [B

elow

Wat

erlin

e]U

S2

Con

ditio

n of

Rip

-Rap

(Loo

se/S

eate

d)1

[Bel

ow W

ater

line]

US

3E

xpos

ed E

rosi

on C

ontro

l Fab

ric (C

1 if

not

expo

sed/

NA

if n

ot re

quire

d)1

[Bel

ow W

ater

line]

US

4E

vide

nce

of S

tone

Dis

plac

emen

t1

[Bel

ow W

ater

line]

US

5C

hann

el S

tabi

lizat

ion

and

Ero

sion

Con

trol

1 [B

elow

Wat

erlin

e]U

S50

Stru

ctur

e-G

ener

al C

oncr

ete

Con

ditio

n1

US

51S

truct

ure-

Gen

eral

Met

al C

ondi

tion

1U

S52

Stru

ctur

e-G

ener

al T

imbe

r Con

ditio

n2

Mon

itor t

imbe

rs fo

r rot

/det

erio

ratio

n.U

S53

Stru

ctur

al J

oint

s (e

.g. B

olts

, Wel

ds)

1[B

elow

Wat

erlin

e]U

S54

Sto

p Lo

g/Fl

ashb

oard

Cha

nnel

sN

AU

S55

Set

tlem

ent

2Th

e S

ill o

f the

Gat

es is

Exp

osed

with

Min

or U

nder

min

ing,

10

"H b

y 3"

D. M

onito

r for

pro

gres

sion

of u

nder

min

ing.

US

56S

hoal

ing/

Sco

ur1

US

57Fo

ulin

g/M

arin

e G

row

th2

Ligh

t Alg

ae. M

onito

r for

Alg

ae g

row

th.

US

58D

ebris

3V

eget

atio

n an

d Tr

ash

Deb

ris K

eepi

ng G

ate

4 fro

m F

ully

Sea

ting

US

59S

tillin

g W

ells

(If '

NA

', W

hy?)

NA

Not

Fou

ndU

S60

Und

erw

ater

Con

trols

/Inst

rum

ents

NA

US

61Fe

nder

sN

AU

S10

0W

ingw

alls

2G

rout

Bag

Wal

l, D

efec

ts a

bove

Wat

er; s

ee C

V6

US

101

But

tress

esN

AU

S10

2A

butm

ents

NA

US

103

Ret

entio

n W

alls

NA

US

104

Hea

dwal

l2

Min

or F

ill L

oss

Bet

wee

n G

ates

3 a

nd 4

hav

e fil

l los

s be

neat

h th

e ga

tes.

Pip

e 4

wid

th (8

4") u

p to

6”H

x 3

”D.

The

dim

ensi

ons

for P

ipe

5 ar

e: P

ipe

wid

th (8

4") u

p to

10”

H x

3”D

. M

onito

r for

fill

loss

pro

gres

sion

.U

S10

5E

xpan

sion

Joi

nts/

Con

stru

ctio

n Jo

ints

NA

US

106

Pile

s an

d B

ulkh

eads

|Typ

e:N

AU

S10

7W

ales

/Tie

Bac

ks (h

ardw

are)

NA

US

108

Inta

ke B

ays

NA

US

109

Pie

rsN

AU

S11

0Fo

unda

tions

, Def

ine:

Gro

ut B

ags

2Th

e S

ill o

f the

Gat

es is

Exp

osed

with

Min

or U

nder

min

ing;

up

to 1

6" o

f pen

etra

tion.

Up

to 5

bag

s m

issi

ng, i

sola

ted/

sper

atic

lo

catio

ns. M

onito

r for

pro

gres

sion

of u

nder

min

ing.

US

111

Wei

r/Wei

r Cre

stN

AU

S11

2B

affle

s N

AU

S11

3U

nder

wat

er A

pron

Sla

bs1

US

114

Stru

ctur

al S

uppo

rt, B

raci

ng o

r Fra

mes

1U

S11

5C

ulve

rts In

terio

r1

US

116

Ris

ers

1

Und

erw

ater

-Ups

tream

E

rosi

on C

ontro

l

Und

erw

ater

-Ups

tream

S

truct

ural

Com

pone

nts

Und

erw

ater

-Ups

tream

G

ener

al

Pag

e 8

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 23: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsU

S15

1G

ate

Con

ditio

n1

US

152

Gat

e G

uide

s an

d G

ate

Con

trol

1U

S15

3G

ate

Sea

l Con

ditio

n (G

aske

ts, S

eal R

ide,

an

d M

atin

g S

urfa

ces)

2Li

ght F

low

at G

ates

3 a

nd 4

, Gat

e 4

Par

tially

Blo

cked

Ope

n.

Mon

itor f

or p

rogr

essi

on o

f inc

reas

e in

blo

ckag

e/flo

w.

US

154

Cat

hodi

c P

rote

ctio

nN

AU

S15

5C

ondi

tion

of O

pera

tor/A

ctua

tor C

ompo

nent

sN

A

US

156

Em

erge

ncy

Clo

sure

Gat

esN

AU

S15

7N

avig

atio

n Lo

ck G

ates

NA

Und

erw

ater

-Ups

tream

G

ates

Pag

e 9

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 24: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsD

S1

Slo

pe D

egra

datio

n/S

tabi

lity

1 [B

elow

Wat

erlin

e]D

S2

Con

ditio

n of

Rip

-Rap

(Loo

se/S

eate

d)1

[Bel

ow W

ater

line]

DS

3E

xpos

ed E

rosi

on C

ontro

l Fab

ric (C

1 if

not

expo

sed/

NA

if n

ot re

quire

d)1

[Bel

ow W

ater

line]

DS

4E

vide

nce

of S

tone

Dis

plac

emen

t1

[Bel

ow W

ater

line]

DS

5C

hann

el S

tabi

lizat

ion

and

Ero

sion

Con

trol

1 [B

elow

Wat

erlin

e]D

S50

Stru

ctur

e-G

ener

al C

oncr

ete

Con

ditio

n1

DS

51S

truct

ure-

Gen

eral

Met

al C

ondi

tion

1D

S52

Stru

ctur

e-G

ener

al T

imbe

r Con

ditio

nN

AD

S53

Stru

ctur

al J

oint

s (e

.g. B

olts

, Wel

ds)

NA

DS

54S

top

Log/

Flas

hboa

rd C

hann

els

NA

DS

55S

ettle

men

t4

Bar

rel #

4 Th

e en

tire

dow

nstre

am a

rch

end

Sec

tion

has

Faile

d (5

’), d

ue to

Set

tlem

ent a

nd s

epar

atio

n fro

m d

owns

tream

end

of

CM

P.

Ther

e is

set

tlem

ent a

nd s

hifti

ng u

p to

3”.

Thi

s is

du

e to

the

eros

ion

of g

rout

bag

s su

ppor

ting

end

arch

sec

tion

DS

56S

hoal

ing/

Sco

ur1

DS

57Fo

ulin

g/M

arin

e G

row

th2

Ligh

t Alg

ae. M

onito

r for

Alg

ae g

row

th.

DS

58D

ebris

2M

inor

Deb

ris a

nd R

ipra

p in

Sev

eral

Bar

rels

. Mon

itor f

or d

ebris

dev

elop

men

t.

DS

59S

tillin

g W

ells

(If '

NA

', W

hy?)

NA

Not

Fou

ndD

S60

Und

erw

ater

Con

trols

/Inst

rum

ents

NA

DS

61Fe

nder

sN

AD

S10

0W

ingw

alls

2S

ever

al S

mal

l Slu

mp

Failu

res.

Mon

itor f

or s

lum

p pr

ogre

ssio

n/de

velo

pmen

t.D

S10

1B

uttre

sses

NA

DS

102

Abu

tmen

tsN

AD

S10

3R

eten

tion

Wal

lsN

AD

S10

4H

eadw

all

4Th

e w

all o

f Gro

ut B

ags

at th

e do

wns

tream

end

has

Slu

mp

Failu

re b

etw

een

Bar

rels

#4

and

#5. F

ull h

eigh

t by

3' w

ide

(hei

ght a

long

slo

pe a

ppro

xim

atel

y eq

ual t

o pi

pe d

iam

eter

- 6'

) du

e to

ero

sion

.D

S10

5E

xpan

sion

Joi

nts/

Con

stru

ctio

n Jo

ints

NA

DS

106

Pile

s an

d B

ulkh

eads

|Typ

e:N

AD

S10

7W

ales

/Tie

Bac

ks (h

ardw

are)

NA

DS

108

Dis

char

ge B

ays

NA

DS

109

Pie

rsN

AD

S11

0Fo

unda

tions

, Def

ine:

N

AD

S11

1W

eir/W

eir C

rest

NA

DS

112

Baf

fles

NA

DS

113

Und

erw

ater

Apr

on S

labs

NA

DS

114

Stru

ctur

al S

uppo

rt, B

raci

ng o

r Fra

mes

NA

DS

115

Cul

verts

Inte

rior

1

Und

erw

ater

-Dow

nstre

am

Gen

eral

Und

erw

ater

-Dow

nstre

am

Stru

ctur

al C

ompo

nent

s

Und

erw

ater

-Dow

nstre

am

Ero

sion

Con

trol

Pag

e 10

of 3

8In

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tion

Dat

e: 4

/27/

2010

Page 25: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsD

S15

1G

ate

Con

ditio

nN

AD

S15

2G

ate

Gui

des

and

Gat

e C

ontro

lN

AD

S15

3G

ate

Sea

l Con

ditio

n (G

aske

ts, S

eal R

ide,

an

d M

atin

g S

urfa

ces)

NA

DS

154

Cat

hodi

c P

rote

ctio

nN

AD

S15

5C

ondi

tion

of O

pera

tor/A

ctua

tor C

ompo

nent

sN

A

DS

156

Em

erge

ncy

Clo

sure

Gat

esN

AD

S15

7N

avig

atio

n Lo

ck G

ates

NA

DS

1000

Und

erw

ater

-Com

men

tsA

dditi

onal

Item

s &

Com

men

tsN

A

Und

erw

ater

-Dow

nstre

am

Gat

es

Pag

e 11

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 26: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsP

S1

Mai

n E

ngin

e/M

otor

#1|

Type

:N

AN

o A

ssoc

iate

d P

ump

Sta

tion

Pre

sent

PS

2M

ain

Eng

ine/

Mot

or #

2|Ty

pe:

NA

PS

3M

ain

Eng

ine/

Mot

or #

3|Ty

pe:

NA

PS

4M

ain

Eng

ine/

Mot

or #

4|Ty

pe:

NA

PS

5M

ain

Eng

ine/

Mot

or #

5|Ty

pe:

NA

PS

6M

ain

Eng

ine/

Mot

or #

6|Ty

pe:

NA

PS

7G

ear R

educ

tion

Sys

tem

#1

NA

PS

8G

ear R

educ

tion

Sys

tem

#2

NA

PS

9G

ear R

educ

tion

Sys

tem

#3

NA

PS

10G

ear R

educ

tion

Sys

tem

#4

NA

PS

11G

ear R

educ

tion

Sys

tem

#5

NA

PS

12G

ear R

educ

tion

Sys

tem

#6

NA

PS

13E

ngin

e C

oolin

g S

yste

m (S

urfa

ce)

NA

PS

14E

ngin

e C

oolin

g S

yste

m (U

nder

wat

er)

NA

PS

15A

dvan

ced

Mot

or C

ontro

lsN

AP

S16

Pro

gram

mab

le L

ogic

Con

trolle

rN

AP

S17

Air

Filte

rN

AP

S18

Exh

aust

Sys

tem

NA

PS

19Lu

be S

tora

ge T

ank

NA

PS

20Lu

be-L

ube

Oil

Pre

-lube

Sys

tem

NA

PS

21Fa

rval

Sys

tem

NA

PS

22W

aste

Oil

Sys

tem

NA

PS

23A

ir Ta

nks

NA

PS

24V

acuu

m S

yste

mN

AP

S25

Low

Flo

w/S

eepa

ge P

umps

NA

PS

26D

ewat

erin

g P

umps

NA

PS

27P

orta

ble

Pum

psN

A

Pum

p S

tatio

n-P

umps

Pag

e 12

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 27: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Che

cklis

tSt

ruct

ure

: G11

1

Find

ing

#C

heck

list

Insp

ectio

n Ite

mC

-Rat

ing

Com

men

tsP

S10

0S

cree

ns a

nd T

rash

Rac

ksN

AP

S10

1Tr

ash

Rak

esN

AP

S10

2In

take

Bel

l & Im

pello

r #1

(Und

erw

ater

)/Ext

erio

rN

A

PS

103

Inta

ke B

ell &

Impe

llor #

2 (U

nder

wat

er)/E

xter

ior

NA

PS

104

Inta

ke B

ell &

Impe

llor #

3 (U

nder

wat

er)/E

xter

ior

NA

PS

105

Inta

ke B

ell &

Impe

llor #

4 (U

nder

wat

er)/E

xter

ior

NA

PS

106

Inta

ke B

ell &

Impe

llor #

5 (U

nder

wat

er)/E

xter

ior

NA

PS

107

Inta

ke B

ell &

Impe

llor #

6 (U

nder

wat

er)/E

xter

ior

NA

PS

108

Byp

ass

Gat

es (e

.g. S

lide

Gat

es)

NA

PS

109

Sel

f Cle

anin

g Tr

avel

ing

Scr

een

NA

PS

200

Dis

char

ge P

ipe

#1 (n

ot g

ated

)N

AP

S20

1D

isch

arge

Pip

e #2

(not

gat

ed)

NA

PS

202

Dis

char

ge P

ipe

#3 (n

ot g

ated

)N

AP

S20

3D

isch

arge

Pip

e #4

(not

gat

ed)

NA

PS

204

Dis

char

ge P

ipe

#5 (n

ot g

ated

)N

AP

S20

5D

isch

arge

Pip

e #6

(not

gat

ed)

NA

PS

206

Bac

kflo

w G

ates

(e.g

. Fla

p, S

lide

Gat

es)

NA

PS

207

Byp

ass

Cul

vert

Inte

rior

NA

PS

300

Fuel

Sto

rage

Tan

kN

AP

S30

1Fu

el O

il D

ay T

ank

NA

PS

302

Fuel

Tra

nsfe

r Sys

tem

NA

PS

303

Sup

ply

Ven

tilat

ion

Sys

tem

sN

AP

S30

4C

ondi

tion

of S

tatio

n P

otab

le W

ater

Sys

tem

NA

PS

305

Raw

Wat

er S

yste

m C

ondi

tion

of

Pum

ps/P

ipes

NA

PS

306

Air

Com

pres

sors

NA

PS

307

Cra

neN

AP

S40

0S

tora

ge B

uild

ing

Stru

ctur

al In

tegr

ityN

AP

S40

1S

tora

ge B

uild

ing

Pai

ntN

AP

S10

00P

ump

Sta

tion-

Com

men

tsA

dditi

onal

Item

s &

Com

men

tsN

A

Pum

p S

tatio

n-S

tora

ge

Pum

p S

tatio

n-In

take

(U

pstre

am)

Pum

p S

tatio

n-D

isch

arge

(D

owns

tream

)

Pum

p S

tatio

n-G

ener

al

Pag

e 13

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 28: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aP

otho

les

NA

bG

radi

ng (u

npav

ed)

NA

aG

ate

Pos

tN

Ab

Gat

e Lo

ckN

Ac

Hin

ge/ro

llers

-trac

k3

Rep

lace

dam

aged

and

cor

rode

d ha

rdw

are.

aFe

nce

Rus

tN

Ab

Fenc

e S

aggi

ngN

Ac

Fenc

e P

ost

3S

traig

hten

tilti

ng fe

nce

post

at f

ar/d

owns

tream

cor

ner.

dFe

nce

Fabr

ic3

Re-

atta

ch c

hain

link

fenc

e to

pos

t at n

ear/u

pstre

am c

orne

r.e

Fenc

e Li

ne R

ail

NA

fFe

nce

Bar

bed

Wire

3Ti

ghte

n sa

ggin

g ba

rbed

wire

.g

Fenc

e G

ate

NA

aG

uard

sN

Ab

Anc

hors

NA

cC

age/

cove

rN

Aa

Pai

nt F

aded

NA

bP

aint

Chi

ppin

gN

Aa

Boa

t Bar

rier F

loat

sN

Ab

Boa

t Bar

rier C

able

NA

cB

oat B

arrie

r Con

nect

ion

NA

dB

oat B

arrie

r Anc

hor P

oint

NA

aW

eed

Bar

rier-

Bar

riers

NA

bW

eed

Bar

rier C

able

NA

cW

eed

Bar

rier C

onne

ctio

nN

Ad

Wee

d B

arrie

r Anc

hor P

oint

NA

aFe

nder

Ver

tical

NA

bFe

nder

Hor

izon

tal

NA

cFe

nder

Bum

per

NA

dFe

nder

Con

nect

ion

NA

aP

ost

NA

bC

onne

ctio

nsN

Ac

Sig

n M

issi

ng3

No

Boa

ting

sign

mis

sing

dS

ign

Illeg

ible

NA

aP

ost

NA

bC

onne

ctio

nsN

Ac

Sig

n M

issi

ngN

Ad

Sig

n Ill

egib

leN

Aa

Pos

tN

Ab

Con

nect

ions

NA

cS

ign

Mis

sing

3W

arni

ng/N

o S

wim

min

g si

gn m

issi

ngd

Sig

n Ill

egib

leN

Aa

Pos

tN

Ab

Con

nect

ions

NA

cS

ign

Mis

sing

3N

o P

arki

ng s

ign

mis

sing

dS

ign

Illeg

ible

NA

CV

103

Acc

ess

Roa

dway

CV

1

CV

52

Ladd

ers

CV

13

Fenc

ing

CV

10

Boa

t Bar

riers

CV

50

Wee

d B

arrie

rs

No

Tres

pass

ing

Sig

n

CV

102

Pai

ntC

V14

CV

51

Fend

ers

CV

3V

ehic

le G

ate

CV

100

No

Boa

ting

Sig

n

Gat

es O

pen

With

out

War

ning

/No

Sw

imm

ing

Sig

n

CV

101

No

Par

king

Sig

n

Pag

e 14

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 29: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aC

onne

ctio

nsN

Ab

Sig

n M

issi

ngN

Ac

Sig

n Ill

egib

leN

Aa

Pos

tN

Ab

Con

nect

ions

NA

cS

ign

Mis

sing

3S

truct

ure

Iden

tific

atio

n si

gn m

issi

ngd

Sig

n Ill

egib

leN

Aa

Pos

tN

Ab

Con

nect

ions

NA

cS

ign

Mis

sing

NA

dS

ign

Illeg

ible

NA

aW

indo

w G

lass

is C

rack

edN

Ab

Win

dow

s C

aulk

ing

NA

cW

indo

ws

Cle

anlin

ess

NA

dW

indo

ws

Ope

ratio

nN

Aa

Pro

per W

orki

ng C

ondi

tion

NA

bR

ust

NA

cW

ood

Rot

NA

aS

inks

NA

bTo

ilets

NA

cW

ater

Hea

ter

NA

dP

lum

bing

NA

eS

eptic

Sys

tem

(e.g

. mon

itorin

g sy

stem

s, p

ump

out r

ecor

ds)

NA

fFi

xtur

esN

Aa

Low

er L

evel

s S

tand

ing

Oil

NA

bLo

wer

Lev

els

Sta

ndin

g W

ater

NA

cLo

wer

Lev

els

Fuel

Lea

kN

Ad

Low

er L

evel

s D

ebris

NA

eLo

wer

Lev

els

Cle

anlin

ess

NA

aC

onne

ctio

nsN

Ab

Sig

n M

issi

ngN

Ac

Sig

n Ill

egib

leN

Aa

Ste

ms

3D

rill o

pera

ted

stem

s, D

rill s

houl

d ha

ve d

rill s

tand

pro

vide

d fo

r ope

ratio

n.b

Trun

nion

sN

Ac

Cab

les/

Cab

le C

onne

ctio

nsN

Aa

Hou

sing

Cov

erN

Ab

Ram

NA

cG

uide

Bar

sN

Ad

Idle

r She

aves

NA

eA

ncho

r Poi

nts

NA

aV

isua

l Che

ck fo

r Lea

ks

NA

bLe

aks

on S

truct

ure

NA

cLe

aks

on L

ift C

ylin

der

NA

dTa

nk O

il Le

vel

NA

eLo

w P

ress

ure

Shu

t Dow

nN

A

CV

104

Low

er L

evel

sC

V30

8

CV

306

Bat

hroo

ms

Shu

tters

/Hoo

ds/L

ouve

rsC

V25

4

CV

106

Oth

er S

igns

Win

dow

s C

V25

0/

300

CV

105

Stru

ctur

e Id

entif

icat

ion

Sig

n

Bui

ldin

g E

xit S

igns

Fire

Ext

ingu

ishe

r Sig

nsC

V35

4

Hyd

raul

ic P

ower

Sys

tem

ME

4

ME

2M

anua

l Gat

e O

pera

tors

Hyd

raul

ic H

oist

ME

3

Pag

e 15

of 3

8In

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e: 4

/27/

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e In

spec

tion

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com

pone

nts

Stru

ctur

e :

G11

1

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ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

fLi

ft R

od V

isua

l Ins

pect

ion

(Rus

t/Pits

)N

A

Pag

e 16

of 3

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/27/

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Page 31: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aO

il Le

vel

NA

bV

isib

le O

il C

ondi

tion

NA

cC

onne

ctio

n P

oint

sN

Ad

Hoi

st F

ram

eN

Ae

Driv

e S

haft

Con

nect

ions

NA

fS

afet

y G

uard

sN

Aa

Oil

Leve

lN

Ab

Vis

ible

Oil

Con

ditio

nN

Ac

Ste

m3

area

s of

sur

face

cor

rosi

on a

nd d

ebris

bui

ldup

thro

ugho

ut

stem

thre

ads,

app

rox.

50%

of a

rea.

dP

rote

ctiv

e B

oot

NA

eP

aint

3A

reas

of s

urfa

ce c

orro

sion

on

fast

ener

s an

d th

roug

hout

op

erat

or in

put s

haft,

app

rox.

50%

of a

rea.

fC

onne

ctio

n P

oint

NA

Not

vis

ible

, und

erw

ater

gS

tem

Cov

er3

Gat

e 6

mis

sing

1 o

f 3 c

over

fast

ener

sh

Anc

hor P

oint

s3

Gat

e 6,

1 o

f 4 a

ncho

r bol

ts lo

ose.

No

lock

was

hers

or

doub

le n

uts

on a

ny a

ncho

r bol

ts. D

issi

mila

r met

al re

actio

n oc

curr

ing

betw

een

carb

on s

teel

ope

rato

r hou

sing

and

al

umin

um m

achi

nery

fram

esi

Oile

rN

Aj

Sea

lsN

Aa

Oil

Leve

lN

Ab

Sea

lsN

Ac

Ste

ms

NA

dP

rote

ctiv

e B

oots

NA

eC

onne

ctio

n P

oint

sN

Af

Pai

ntN

Ag

Anc

hor P

oint

sN

Ah

Driv

e S

haft

Con

nect

ion

NA

iO

ilers

NA

jS

tem

Cov

ers

NA

kLu

bric

atio

n-V

isua

l Con

ditio

nN

Al

Saf

ety

Gua

rds

NA

aA

ctua

tor S

uppo

rtsN

Ab

Ste

ms

NA

cTr

unni

ons

NA

dC

able

s/C

able

Con

nect

ions

NA

Dua

l Ste

m H

oist

ME

7

Sin

gle

Ste

m H

oist

ME

6

ME

5

Ele

ctric

Gat

e A

ctua

tors

ME

8

Cab

le D

rum

Hoi

st

Pag

e 17

of 3

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/27/

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Page 32: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aV

ertic

al L

ift R

olle

r Gat

e S

eals

NA

bV

ertic

al L

ift R

olle

r Gat

e R

olle

rsN

Ac

Ver

tical

Lift

Rol

ler G

ate

Coa

ting

NA

dV

ertic

al L

ift R

olle

r Gat

e O

pera

tion

3G

ate

Ope

ratio

n sh

ould

be

perfo

rmed

with

a to

rque

pow

er

tool

on

a st

and.

Deb

ris in

ste

m th

read

s ca

uses

gat

e op

erat

ion

to s

low

.e

Ver

tical

Lift

Rol

ler G

ate

Rai

lsN

Af

Slu

ice

Gat

e-ga

teN

Ag

Slu

ice

Gat

e-sl

ide

NA

hS

luic

e G

ate-

wed

ges

NA

iS

luic

e G

ate

Ste

m G

uide

NA

jS

luic

e G

ate

Sea

lN

Ak

Slid

e G

ate-

Gat

eN

Al

Slid

e G

ate

Slid

eN

Am

Slid

e G

ate

Ste

m G

uide

NA

nS

lide

Gat

e S

eal

NA

oFl

ap G

ate-

Con

ditio

n of

gat

eN

Ap

Flap

Gat

e-W

heel

sN

Aq

Flap

Gat

e-S

eals

NA

rFl

ap G

ate-

Ope

ratio

nN

As

Flap

per P

ins

NA

aV

ertic

al L

ift R

olle

r Gat

e S

eals

NA

bV

ertic

al L

ift R

olle

r Gat

e R

olle

rsN

Ac

Ver

tical

Lift

Rol

ler G

ate

Coa

ting

NA

dV

ertic

al L

ift R

olle

r Gat

e O

pera

tion

NA

eV

ertic

al L

ift R

olle

r Gat

e R

ails

NA

fS

luic

e G

ate-

gate

NA

gS

luic

e G

ate-

slid

eN

Ah

Slu

ice

Gat

e-w

edge

sN

Ai

Slu

ice

Gat

e S

tem

Gui

deN

Aj

Slu

ice

Gat

e S

eal

NA

kS

lide

Gat

e-G

ate

NA

lS

lide

Gat

e S

lide

NA

mS

lide

Gat

e S

tem

Gui

deN

An

Slid

e G

ate

Sea

lN

Ao

Flap

Gat

e-C

ondi

tion

of g

ate

NA

pFl

ap G

ate-

Whe

els

NA

qFl

ap G

ate-

Sea

lsN

Ar

Flap

Gat

e- O

pera

tion

NA

sFl

appe

r Pin

sN

Aa

Ope

ratio

n of

Oile

rs (5

-7 D

rops

per

Min

ute)

NA

bC

heck

for C

onta

min

atio

nN

Ac

Leak

ing

NA

dV

isua

l Che

ck o

n C

ondi

tion

of O

ilers

NA

ME

51D

owns

tream

Gat

e

Ups

tream

Gat

eM

E50

Gat

e O

ilers

/Gre

aser

sM

E53

Pag

e 18

of 3

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/27/

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Page 33: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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ctur

e In

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tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aS

eals

NA

bC

able

She

aves

NA

cU

pper

Gat

e P

ivot

Bus

hing

NA

dLo

wer

Gat

e P

ivot

Bus

hing

NA

eG

ate

Coa

ting

NA

fO

pera

tion

NA

gB

umpe

rsN

Aa

Sea

lsN

Ab

Cab

le S

heav

esN

Ac

Upp

er G

ate

Piv

ot B

ushi

ngN

Ad

Low

er G

ate

Piv

ot B

ushi

ngN

Ae

Gat

e C

oatin

gN

Af

Ope

ratio

nN

Ag

Bum

pers

NA

aC

ondi

tion

NA

bC

able

sN

Ac

Tie

Dow

nsN

Ad

Rus

tN

Ae

Pro

perly

Sto

wed

NA

aA

ir P

ress

ure

(5 P

SI)

NA

bA

ir C

ompr

esso

r PS

I (60

PS

I)N

Ac

Ope

ratio

nal C

heck

(vis

ual)

NA

dA

ir Li

nes

Cle

an a

nd C

lear

NA

eO

rific

e C

lean

and

Cle

arN

Af

Mov

ing

Par

ts L

ubric

ated

NA

gC

oppe

r Lin

es F

ree

of C

orro

sion

NA

hP

ress

ure

Reg

ulat

ors

NA

ME

57

ME

56N

avig

atio

n Lo

cks

Dow

nstre

am

Nav

igat

ion

Lock

s U

pstre

amM

E55

Sto

p Lo

gs

Leve

l Det

ectio

n S

yste

m:

Bub

bler

Typ

eM

E10

1

Pag

e 19

of 3

8In

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/27/

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Page 34: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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e In

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tion

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com

pone

nts

Stru

ctur

e :

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1

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ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aV

isua

l Con

ditio

nN

Ab

Eng

ines

Gau

ge O

pera

tion

NA

cC

ontro

l Wiri

ng C

ondi

tion

NA

dIn

dica

tor L

ight

s an

d In

stru

men

ts C

heck

NA

eS

pace

Hea

ter O

pera

tion

NA

fIn

take

Scr

een

Cle

anN

Ag

Exh

aust

Pip

e In

sula

tion

Wra

pped

NA

hE

xhau

st P

ipe

for L

eaks

NA

iD

isch

arge

Air

Duc

t Con

ditio

nN

Aj

Em

erge

ncy

Shu

t Dow

nsN

Ak

Gen

erat

or G

roun

ding

NA

lR

adia

tor C

oola

nt L

evel

NA

mE

ngin

e B

atte

ry C

ondi

tion

Test

NA

nE

ngin

e R

oom

For

ce V

entil

atio

nN

Ao

Turb

o C

harg

erN

Ap

Mou

ntin

gsN

Aq

Fuel

Pre

ssur

e an

d Tr

ansf

er P

ump

NA

rFu

el F

ilter

NA

sFu

el S

tora

ge T

ank

NA

tD

ay S

tora

ge T

ank

NA

uW

ater

Tem

pera

ture

NA

vW

ater

Tem

pera

ture

Ala

rmN

Aw

Wat

er T

empe

ratu

re S

afet

y S

huto

ffN

Ax

Lube

Oil

Coo

ler a

nd F

ilter

sN

Ay

Lube

Oil

Pre

ssur

eN

Az

Oil

Saf

ety

Shu

toff

NA

aaO

il Le

vel

NA

bbLa

st O

il C

hang

e (1

yr.

or 1

00 h

rs.)

NA

ccE

xhau

st S

yste

mN

Add

Fuel

Sys

tem

NA

eeC

oola

nt L

evel

NA

Em

erge

ncy

Gen

erat

orM

E10

2

Pag

e 20

of 3

8In

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/27/

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Page 35: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

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e In

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tion

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com

pone

nts

Stru

ctur

e :

G11

1

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ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aM

otor

ID o

r Ser

ial N

umbe

r Pre

sent

(not

e #

in fi

eld

reco

rds)

NA

bN

oise

NA

cFr

ont P

lug

for O

il in

Mot

orN

Ad

Spa

ce H

eate

rN

Ae

Bra

ke O

pera

tion

NA

fC

lutc

h P

rope

rly A

djus

ted

(Tor

que)

NA

g3

Pha

se M

onito

r Ope

ratio

nN

Ah

Cou

plin

g C

heck

edN

Ai

Vis

ual C

ondi

tion

NA

j“J

” Jun

ctio

n B

ox L

eads

NA

kC

apac

itors

Che

cked

NA

lB

rush

Che

ck fo

r Pro

per L

engt

hN

Am

Bru

shes

Rid

e S

urfa

ce P

atte

rnN

An

Bru

sh S

prin

g Te

nsio

nN

Ao

Vib

ratio

n U

nder

No

Load

/Loa

d C

ondi

tion

NA

pB

rake

Con

ditio

nN

Aq

Out

side

Dis

conn

ect C

ondi

tion

NA

rFe

eder

s C

ondi

tion

NA

sLe

ads/

Feed

er N

umbe

ring

NA

tO

verlo

ad U

nits

-Vis

ual

NA

uS

tarte

r Con

tact

s C

heck

edN

Av

Arm

atur

e Fr

eene

ss C

heck

edN

Aw

Con

trolle

rs o

pera

tiona

l and

man

ual o

verr

ide

cont

rol a

vaila

ble

NA

xE

xces

sive

Rus

tN

Ay

Ade

quat

e Lu

bric

atio

nN

Aa

Cen

tral H

VA

C S

yste

m O

pera

tion

NA

bW

all U

nit A

ir C

ondi

tioni

ng S

yste

m O

pera

tion

NA

aC

heck

All

Ligh

ting

Ope

ratio

nN

Ab

Che

ck L

ight

ing

Con

trols

Ope

ratio

nN

Ac

Lum

inar

y S

uppo

rtN

Ad

Lum

inar

y C

lear

ance

NA

eD

C L

ight

ing

Con

tact

or C

ondi

tion

and

Ope

ratio

nN

Aa

Cab

le C

onne

ctor

sN

Ab

Pow

er L

ugs

NA

cC

able

Insu

latio

nN

Ad

Term

inal

Blo

cks

NA

eC

able

Iden

tific

atio

n S

leev

esN

Aa

Jack

et C

ondi

tion

NA

bFi

tting

Con

ditio

nN

Ac

Vis

ual I

nspe

ctio

nN

Ad

Sup

port

Stra

ps C

ondi

tion

NA

eTe

rmin

atio

n at

Box

es, e

tc.

NA

fP

rope

rly G

roun

ded

NA

EL2

Ligh

ting

EL4

Cab

les

and

Wire

s

Anc

illar

y M

otor

s

Rac

eway

s, F

ittin

gs, &

Sup

port

EL5

ME

104

ME

103

Hea

ting,

Ven

tilat

ion

& A

ir C

ondi

tioni

ng S

yste

m

Pag

e 21

of 3

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/27/

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com

pone

nts

Stru

ctur

e :

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ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aA

ll Fe

ncin

gN

Ab

All

Rai

ling

NA

cA

ll Li

ght P

oles

NA

dLP

Tan

kN

Ae

Gat

e Li

ft M

otor

sN

Af

Hyd

raul

ic C

ylin

ders

NA

gG

ate

Rai

lsN

Ah

Che

ck M

ain

Ele

ctro

de C

ondu

ctor

/Gro

und

NA

iO

ther

Gro

undi

ngN

Aa

Vis

ual C

ondi

tion

NA

bG

aske

t Con

ditio

nN

Ac

Wiri

ng C

ondi

tion

NA

dTi

ghte

n S

crew

or W

ire N

uts

on W

ires

NA

eP

rope

r Gro

undi

ng a

nd B

ondi

ngN

Aa

Nam

e P

late

Des

igna

tion

(C3

or h

ighe

r if r

equi

red,

but

mis

sing

)N

Ab

Enc

losu

re V

isua

l Con

ditio

nN

Ac

Tran

sfor

mer

Ove

rcur

rent

Pro

tect

ion

NA

dP

rope

r Gro

undi

ng a

nd B

ondi

ngN

Ae

Acc

epta

ble

Noi

se L

evel

NA

aV

isua

l Con

ditio

nN

Ab

Ver

ify A

utom

atic

Tra

nsfe

r of P

ower

to E

mer

genc

y S

ourc

eN

Ac

Res

tore

Util

ity P

ower

Sou

rce,

Ver

ify A

utom

atic

Ret

rans

fer

NA

dC

heck

for P

rope

r Tim

e D

elay

Bet

wee

n S

eque

nces

NA

eTr

ansf

er S

witc

h R

atin

gN

Af

Che

ck M

echa

nica

l Mov

ing

Par

tsN

Ag

Indi

cato

r Lig

hts

Ope

ratio

nN

Ah

Exe

rcis

e C

lock

Ope

ratio

nN

Ai

Bat

tery

Cha

rger

NA

jU

nint

erru

ptib

le P

ower

Sys

tem

Sta

tus

NA

kP

rogr

amm

able

Log

ic C

ontro

ller B

atte

ry S

tatu

sN

Al

Wire

Con

nect

ions

Tig

htN

Am

P

rope

r Gro

undi

ng a

nd B

ondi

ngN

An

Man

ual T

rans

fer S

witc

hN

A

EL9

Ele

ctric

al B

oxes

Tran

sfer

Sw

itche

s

Gro

undi

ng S

yste

m

EL7

EL8

Tran

sfor

mer

s

EL6

Pag

e 22

of 3

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/27/

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Page 37: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aV

isua

l Con

ditio

nN

Ab

Sim

ulat

e P

ower

Fai

lure

, Ver

ify A

utom

atic

Sta

rtN

Ac

Res

tore

Util

ity; V

erify

Coo

l Dow

n C

ycle

Tim

e an

d S

hut D

own

NA

dE

ngin

es G

auge

Ope

ratio

nN

Ae

Con

trol W

iring

Con

ditio

nN

Af

Indi

cato

r Lig

hts

and

Inst

rum

ents

Che

ckN

Ag

Gen

erat

or A

larm

s an

d S

tatu

s D

ispl

ayN

Ah

Gen

erat

or C

ontro

l Sys

tem

NA

iS

pace

Hea

ter O

pera

tion

NA

jE

mer

genc

y S

hutd

own

Ope

ratio

nN

Ak

Gen

erat

or G

roun

ding

and

Bon

ding

NA

lE

ngin

e B

atte

ry C

ondi

tion

Test

NA

mB

atte

ry C

harg

erN

An

Gro

und

Faul

t Det

ecto

r; B

reak

er S

ize

(not

e in

fiel

d no

tes)

NA

oTu

rbo

Cha

rger

NA

pFu

el S

tora

ge T

ank

Con

trol P

anel

NA

qD

ay T

ank

Con

trol P

anel

NA

rW

ater

Tem

pera

ture

Ala

rmN

As

Wat

er T

empe

ratu

re S

afet

y S

huto

ffN

At

Oil

Saf

ety

Shu

toff

NA

uP

reve

ntat

ive

Mai

nten

ance

(PM

) Up-

to-d

ate

NA

vV

isua

l Con

ditio

nN

Aw

Sim

ulat

e P

ower

Fai

lure

, Ver

ify A

utom

atic

Sta

rtN

Ax

Res

tore

Util

ity; V

erify

Coo

l Dow

n C

ycle

Tim

e an

d S

hut D

own

NA

yE

ngin

e G

auge

Ope

ratio

nN

Az

Con

trol W

iring

Con

ditio

nN

Aaa

Indi

cato

r Lig

hts

and

Inst

rum

ents

Che

ckN

Abb

Gen

erat

or A

larm

s an

d S

tatu

s D

ispl

ayN

Acc

Gen

erat

or C

ontro

l Sys

tem

NA

ddG

roun

d Fa

ult D

etec

tor;

Bre

aker

Siz

e (n

ote

in fi

eld

note

s)

N

Aee

Spa

ce H

eate

r Ope

ratio

nN

Aff

Em

erge

ncy

Shu

tdow

n O

pera

tion

NA

ggG

ener

ator

Gro

undi

ng a

nd B

ondi

ngN

Ahh

Eng

ine

Bat

tery

Con

ditio

n Te

stN

Aii

Bat

tery

Cha

rger

NA

jjW

ater

Tem

pera

ture

Ala

rmN

Akk

Wat

er T

empe

ratu

re S

afet

y S

huto

ffN

All

Oil

Saf

ety

Shu

toff

NA

mm

Pre

vent

ativ

e M

aint

enan

ce (P

M) U

p-to

-dat

eN

A

Gen

erat

ors

(non

-die

sel)

EL1

0G

ener

ator

s (d

iese

l)

Pag

e 23

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/27/

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Page 38: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aM

otor

Nam

e P

late

(C3

if re

quire

d, b

ut m

issi

ng)

NA

bS

pace

Hea

ter O

pera

tion

NA

c3

Pha

se M

onito

r Ope

ratio

n/C

heck

for P

rope

r Rot

atio

nN

Ad

Vis

ual C

ondi

tion

NA

e"J

" Jun

ctio

n B

ox L

eads

NA

fD

isco

nnec

t Dev

ices

NA

gFe

eder

s C

ondi

tion

NA

hLe

ads/

Feed

er N

umbe

ring

NA

iO

verlo

ad U

nits

/The

rmal

Pro

tect

ion-

Vis

ual

NA

jS

tarte

r Con

tact

s C

heck

edN

Ak

Con

trolle

rs o

pera

tiona

l and

man

ual o

verr

ide

cont

rol a

vaila

ble

NA

l S

tartu

p fo

r Pro

per O

pera

tion

NA

m

Insu

latio

n Te

stN

Aa

Fans

Ene

rgiz

ed w

ith T

herm

osta

tN

Ab

Hum

idifi

er O

pera

tion

NA

aV

isua

l Con

ditio

nN

Ab

Ope

ratio

nN

Ac

Dis

conn

ect D

evic

esN

Ad

Met

erin

g an

d A

larm

Dev

ices

NA

eR

TU E

nclo

sure

sN

Af

Inte

rior W

ire L

ayou

tN

Ag

Nam

e P

late

Des

igna

tion

(C3

or h

ighe

r if r

equi

red,

but

mis

sing

)N

Ah

Ver

ify a

ll P

ilot D

evic

es, R

elay

s, a

nd T

imer

s ar

e O

pera

tiona

lN

Ai

Vis

ual C

ondi

tion

of P

S B

oxN

Aj

Con

trol T

rans

form

er (c

ondi

tion,

ratin

g, fu

ses)

NA

kP

rope

r Gro

undi

ng a

nd B

ondi

ngN

Aa

Enc

losu

re V

isua

l Con

ditio

nN

Ab

Nam

e P

late

Des

igna

tion

(C3

or h

ighe

r if m

issi

ng)

NA

cIn

terio

r Wire

Lay

out

NA

dC

ircui

t Dire

ctor

yN

Ae

Pro

per G

roun

ding

and

Bon

ding

NA

fTe

rmin

al N

umbe

rs (C

3 or

hig

her i

f mis

sing

)N

Ag

Che

ck fo

r Dis

colo

red

Term

inal

or S

crew

sN

Ah

Unu

sed

Ope

ning

Clo

sed

(i.e.

bla

nks)

NA

iB

reak

ers

Scr

ew W

iring

Tig

htne

ssN

Aj

Bre

aker

s Tr

ip R

atin

g In

dica

tion

(On

and

Off)

NA

kFu

ses/

Bre

aker

s (r

atin

g, c

ondi

tion)

NA

aV

isua

l Con

ditio

nN

Ab

Pro

per O

pera

tion

NA

cW

iring

Con

ditio

nN

Ad

Rot

atin

g P

arts

Lub

ricat

edN

Ae

Pro

per S

ettin

gN

Af

Floa

t Cab

le C

ondi

tion

NA

gW

ire T

erm

inal

Tig

htne

ssN

A

EL1

1

Pan

elbo

ards

EL5

2

Mot

ors/

Mot

or S

tarte

rs

EL1

2

Con

trol P

anel

s

EL1

00Fl

oat C

ontro

l Sw

itch

EL5

0

Ven

tilat

ion

Sys

tem

Pag

e 24

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Stru

ctur

e In

spec

tion

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com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aM

ercu

ry S

witc

hes

with

out O

verla

pN

Ab

Ala

rm S

yste

mN

Ac

Alte

rnat

ing

Rel

ayN

Ad

Pre

ssur

e S

witc

hes

NA

eC

ontro

l Circ

uitry

NA

aS

yste

m F

unct

ions

whe

n R

emot

ely

Ope

rate

dN

Ab

Sys

tem

Ala

rms

NA

cE

nsur

e R

elia

ble

Com

mun

icat

ion

NA

dS

yste

m d

oes

not a

ppea

r dam

aged

NA

eG

roun

d V

iew

of A

nten

na C

onne

ctio

ns/G

roun

ding

NA

aV

isua

l Con

ditio

nN

Ab

Test

Uni

nter

rupt

ible

Pow

er S

yste

mN

Ac

Bat

tery

Con

ditio

n V

isua

lN

Ad

Bat

tery

Cha

rger

NA

eC

abin

et V

entil

atio

nN

Aa

Air

Term

inal

s V

isua

l Con

ditio

nN

Ab

Pro

per G

roun

ding

N

Ac

Sur

ge A

rres

tor V

isua

l Con

ditio

n S

ervi

ce E

ntra

nce

(C3

or h

ighe

r if

requ

ired

but m

issi

ng)

NA

dS

urge

Arr

esto

r Rat

ing

Ade

quat

eN

Ae

Pol

ypha

ser V

isua

l Con

ditio

n an

d R

atin

gN

Aa

Enc

losu

re V

isua

l Con

ditio

nN

Ab

Dis

conn

ect R

atin

g (H

orse

-Pow

er o

r Am

pere

s)N

Ac

Nam

e P

late

Des

igna

tion

(C3

or h

ighe

r if r

equi

red,

but

mis

sing

)N

Ad

Pha

se-lo

ss P

rote

ctio

nN

Ae

Vis

ual C

ondi

tion

of F

uses

/Bre

aker

sN

Af

Bla

des

of D

isco

nnec

t Lub

ricat

edN

Ag

Che

ck O

pera

tion

of S

witc

h/B

reak

erN

Ah

Che

ck T

ight

ness

on

All

Wire

Con

nect

ions

NA

iO

pen

(Off)

or C

lose

(On)

Pos

ition

Indi

catio

nN

Aj

Rea

dily

Acc

essi

ble

Loca

tion

NA

kS

ervi

ce E

ntra

nce

& F

eede

r Con

nect

ions

NA

lP

rope

r Gro

undi

ng &

Bon

ding

NA

aV

isua

l Con

ditio

nN

Ab

Bat

tery

Con

ditio

n V

isua

lN

Ac

Bat

tery

Cha

rger

NA

dFu

ses/

Bre

aker

sN

Ae

Hor

n O

pera

tiona

lN

Af

Indi

cato

r Lig

hts

Ope

ratio

nal

NA

gS

olen

oids

Vis

ual

NA

hFl

ashe

rs V

isua

lN

Ai

Rel

ays

Vis

ual

NA

jTr

ansd

ucer

Vis

ual

NA

kTh

erm

al C

oupl

ings

Vis

ual

NA

l G

auge

s V

isua

lN

A

Inst

rum

enta

tion

EL1

03

EL1

51D

isco

nnec

ting

Dev

ices

EL1

50Li

ghtn

ing

Pro

tect

ion

& S

urge

S

uppr

esso

rs

Ala

rm S

yste

mE

L154

EL1

02Te

lem

etry

Sys

tem

/C

omm

unic

atio

n S

yste

m

EL1

01B

ubbl

er S

yste

m

Pag

e 25

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Page 40: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aR

equi

red

Wor

k S

pace

Mai

ntai

ned

NA

bA

dequ

ate

Sho

rt C

ircui

t Cur

rent

Rat

ing

NA

cA

dequ

ate

Faul

t Int

erru

ptin

g R

atin

gN

Ad

Ele

ctric

al E

quip

men

t Pro

perly

Rat

edN

Ae

Req

uire

d A

rc F

lash

War

ning

Sig

n (R

ate

C3

if re

quire

d bu

t m

issi

ngN

A

aP

rints

in C

ontro

l Hou

se S

leev

eN

Ab

Con

ditio

n of

Prin

tsN

Ac

Mot

or C

ontro

l Sch

emat

ics

NA

dG

ener

ator

Ser

vice

Man

ual,

Par

ts M

anua

l, O

&M

Man

ual,

and

Inst

alla

tion

Man

ual

NA

eS

yste

m C

ontro

l Pla

n S

chem

atic

sN

Aa

Ope

n S

witc

h an

d In

spec

tN

Ab

Con

ditio

n of

Trip

Arm

NA

cC

heck

for P

rope

r Alig

nmen

tN

Ad

Che

ck fo

r Pro

per S

ettin

gN

Ae

Che

ck A

ll C

onne

ctio

ns fo

r Tig

htne

ssN

Af

Che

ck O

pera

tion

of S

witc

hN

Ag

Che

ck D

rive

Cou

plin

g on

Rot

ary

Sw

itche

sN

Aa

Che

ck L

ight

Em

ittin

g D

iode

sN

Ab

Per

form

Sel

f Tes

tN

Ac

Test

on

Boa

rd D

iagn

ostic

NA

aC

oncr

ete

Spa

lling

/Pop

-out

sN

Ab

Con

cret

e C

rack

sN

Ac

Con

cret

e S

truct

ural

Inte

grity

NA

dO

ffset

(rel

ativ

e m

ovem

ent o

f opp

osin

g si

des)

NA

eU

nder

min

ing/

Sco

urN

Af

Exp

osed

Reb

ar C

orro

sion

or R

ust S

treak

s on

Con

cret

eN

Ag

Sca

ling

NA

hC

oncr

ete

Che

mic

al R

eact

ion/

Wat

er D

amag

e/S

alt

Dam

age/

Alk

ali-S

ilica

Rea

ctio

n D

amag

eN

A

aC

orro

sion

/Inte

grity

of F

inis

hN

Ab

Sec

tion

Loss

NA

cU

nder

min

ing

(Def

ine)

NA

dO

ffset

(rel

ativ

e m

ovem

ent o

f opp

osin

g si

des)

NA

aR

otN

Ab

Spl

ittin

gN

Ac

Pile

Cap

sN

Ad

Offs

et (r

elat

ive

mov

emen

t of o

ppos

ing

side

s)N

Ae

Und

erm

inin

gN

Aa

Stil

ling

Wel

l Pie

r-G

ener

alN

Ab

Stil

ling

Wel

l Pie

r-S

uppo

rt (A

bove

Wat

er)

NA

cS

tillin

g W

ell P

ier-

Rai

ling

NA

dS

tillin

g W

ell P

ier-

Con

nect

ions

(Abo

ve W

ater

)N

Ae

Stil

ling

Wel

l Pie

r-S

tairs

NA

Lim

it S

witc

hes

Stru

ctur

e-G

ener

al T

imbe

r C

ondi

tion

ST3

EL2

01

EL1

55E

lect

rical

Saf

ety

Ele

ctric

al S

tand

ardi

zatio

n

Man

atee

Sys

tem

ST5

0

Stru

ctur

e-G

ener

al M

etal

C

ondi

tion

ST2

Stil

ling

Wel

l Pie

r

EL1

56

EL2

02

Stru

ctur

e-G

ener

al C

oncr

ete

Con

ditio

nS

T1

Pag

e 26

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Page 41: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

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com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aE

quip

men

t Pla

tform

Dec

kN

Ab

Equ

ipm

ent P

latfo

rm U

nder

side

NA

aS

tem

sN

Ab

Act

uato

r Sup

ports

NA

cTr

unni

ons

NA

dC

able

s/C

able

Con

nect

ions

NA

aS

pallin

gN

Ab

Reb

ar E

xpos

edN

Ac

Stru

ctur

al In

tegr

ityN

Ad

Rus

tN

Ae

Mov

emen

t/Rot

atio

nN

Aa

Pile

Cap

NA

bC

oncr

ete

Con

ditio

nN

Ac

Con

stru

ctio

n Jo

ints

NA

dS

heet

Pile

NA

eTi

mbe

r Pile

NA

fU

nder

min

ing

NA

gD

eadm

an C

ondi

tion

NA

hJo

int o

r Knu

ckle

Con

ditio

nN

Ai

Cor

rosi

onN

Aa

Spa

lling

NA

bR

ust

NA

cE

xpan

sion

Joi

nts

NA

dS

truct

ural

Inte

grity

NA

eH

atch

Cov

ers

NA

fC

oncr

ete

Ero

sion

NA

aR

ust

NA

bS

pallin

gN

Ac

Hat

ch C

over

sN

Ad

Exp

ansi

on J

oint

sN

Ae

Stru

ctur

al In

tegr

ityN

Af

Con

cret

e E

rosi

onN

Aa

Vis

ual E

xam

inat

ion

of E

xpan

sion

Joi

nts/

Flas

hing

sN

Ab

Leak

sN

Aa

Con

cret

e S

palli

ngN

Ab

Con

cret

e C

rack

sN

Ac

Con

cret

e S

truct

ural

Inte

grity

NA

dO

ffset

(rel

ativ

e m

ovem

ent o

f opp

osin

g si

des)

NA

eU

nder

min

ing

NA

fE

xpos

ed R

ebar

Cor

rosi

onN

Ag

Sca

ling

NA

hC

oncr

ete

Che

mic

al R

eact

ion

NA

aC

orro

sion

NA

bS

ectio

n Lo

ssN

Ac

Und

erm

inin

gN

Ad

Offs

et (r

elat

ive

mov

emen

t of o

ppos

ing

side

s)N

A

ST2

03

Equ

ipm

ent P

latfo

rm

ST1

59

Win

gwal

ls

Inta

ke B

ays

ST1

02

ST1

58

ST1

54

Dis

char

ge B

ays

Gat

e O

pera

tors

/Act

uato

rs

ST1

55S

heet

Pile

s an

d B

ulkh

eads

Bui

ldin

g R

oof

ST5

3

Stru

ctur

e-G

ener

al C

oncr

ete

Con

ditio

n

US

51

US

50

Stru

ctur

e-G

ener

al M

etal

C

ondi

tion

Pag

e 27

of 3

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/27/

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Page 42: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aR

otN

Ab

Spl

ittin

gN

Ac

Pile

Cap

sN

Ad

Offs

et (r

elat

ive

mov

emen

t of o

ppos

ing

side

s)N

Ae

Und

erm

inin

gN

Aa

Ups

tream

Fou

ndat

ion/

Hea

dwal

lN

Ab

Win

gwal

lsN

Ac

Ups

tream

Hea

dway

(Sho

alin

g)N

Ad

Sho

alin

g/S

cour

Dep

th a

nd D

imen

sion

sN

AU

S57

Foul

ing/

Mar

ine

Gro

wth

aTy

pe, C

onsi

sten

cy, T

hick

ness

NA

aS

tillw

ell I

ntak

e Li

nes

NA

bG

ener

al C

ondi

tion

NA

cC

orro

sion

, Joi

nt D

amag

eN

Ad

Stil

ling

Wel

l Pie

r-S

uppo

rt (B

elow

Wat

er)

NA

eS

tillin

g W

ell P

ier-

Con

nect

ions

(Bel

ow W

ater

)N

Aa

Pro

per L

ocat

ion

and

Alig

nmen

tN

Ab

Fast

enin

g S

yste

m in

Sui

tabl

e C

ondi

tion

NA

aC

rack

ing

(Typ

e an

d S

ize)

NA

bO

ffset

/Fau

lting

(Rel

ativ

e M

ovem

ent o

f Opp

osin

g S

ides

)N

Ac

Spa

lling

or P

op o

utN

Ad

Ero

sion

NA

eR

einf

orce

men

t Cor

rosi

onN

Af

Alk

ali-S

ilica

or C

hem

ical

Rea

ctio

n of

Con

cret

eN

Ag

Con

stru

ctio

n Jo

int C

ondi

tion

NA

aP

ile C

a pN

Ab

Con

cret

e C

ondi

tion

NA

cC

ondi

tion

of C

oatin

g P

rodu

cts

NA

dC

oncr

ete

Pile

NA

eS

heet

Pile

NA

fTi

mbe

r Pile

NA

gU

nder

min

ing

NA

hD

eadm

an C

ondi

tion

NA

iJo

int o

r Knu

ckle

Con

ditio

nN

Aj

Cor

rosi

onN

Aa

Cra

ckin

g (T

ype

and

Siz

e)N

Ab

Offs

et/F

aulti

ng (R

elat

ive

Mov

emen

t of O

ppos

ing

Sid

es)

NA

cS

pallin

g or

Pop

out

NA

dE

rosi

onN

Ae

Rei

nfor

cem

ent C

orro

sion

NA

fA

lkal

i-Sili

ca o

r Che

mic

al R

eact

ion

of C

oncr

ete

NA

aC

rack

ing

(Typ

e an

d S

ize)

NA

bO

ffset

/Fau

lting

(Rel

ativ

e M

ovem

ent o

f Opp

osin

g S

ides

)N

Ac

Spa

lling

or P

op o

utN

Ad

Ero

sion

NA

eR

einf

orce

men

t Cor

rosi

onN

Af

Alk

ali-S

ilica

or C

hem

ical

Rea

ctio

n of

Con

cret

eN

A

Baf

fles

US

112

Wei

r/Wei

r Cre

stU

S11

1

US

59S

tillin

g W

ells

US

52S

truct

ure-

Gen

eral

Tim

ber

Con

ditio

n

Pile

s an

d B

ulkh

eads

US

101

But

tress

es

Sho

alin

g/S

cour

US

56

US

106

Und

erw

ater

C

ontro

ls/In

stru

men

tsU

S60

Pag

e 28

of 3

8In

spec

tion

Dat

e: 4

/27/

2010

Page 43: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

gC

onst

ruct

ion

Join

t Con

ditio

nN

A

Pag

e 29

of 3

8In

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tion

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e: 4

/27/

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Page 44: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aP

rote

ctiv

e C

oatin

g C

ondi

tion

NA

bFl

akin

g, P

eelin

g, B

liste

rsN

Ac

Sur

face

Are

a (%

Dam

aged

)N

Ad

Cor

rosi

on (L

ight

, Mod

erat

e, H

eavy

)N

Ae

Pitt

ing

NA

fS

ectio

n Lo

ssN

Aa

Ope

rabi

lity

NA

bIn

dica

tions

of S

tress

or S

truct

ural

Det

erio

ratio

nN

Ac

Alig

nmen

t, In

dica

tions

of B

owin

g or

Buc

klin

gN

Ad

Riv

et, W

eld

Sea

m, o

r Bol

t Con

ditio

nN

Ae

Gat

e se

al c

ondi

tion

NA

fC

atho

dic

prot

ectio

n an

odes

NA

gG

reas

ers

NA

hG

ate

Anc

hora

geN

Ai

Pro

tect

ive

Coa

ting

Con

ditio

n (F

laki

ng, P

eelin

g, B

liste

rs)

NA

jS

urfa

ce A

rea

(% D

amag

ed)

NA

kC

orro

sion

(Lig

ht, M

oder

ate,

Hea

vy)

NA

lP

ittin

g (%

Pen

etra

tion

Into

Met

al)

NA

mS

ectio

n Lo

ssN

Aa

Indi

catio

ns o

f Stre

ss o

r Stru

ctur

al D

eter

iora

tion

NA

bA

lignm

ent,

Indi

catio

ns o

f Bow

ing

or B

uckl

ing

NA

cR

ivet

, Wel

d S

eam

, or B

olt C

ondi

tion

NA

dS

truct

ural

Ste

el C

ondi

tion

NA

eP

rote

ctiv

e C

oatin

g C

ondi

tion

(Fla

king

, Pee

ling,

Blis

ters

)N

Af

Abr

asio

n D

amag

e D

ue to

Ope

ratio

nN

Ag

Cor

rosi

onN

Ah

Sec

tion

Loss

NA

iG

ate

Con

trol A

ncho

rage

NA

aO

pera

bilit

yN

Ab

Gat

e G

uide

s an

d G

ate

Con

trol

NA

cIn

dica

tions

of S

tress

or S

truct

ural

Det

erio

ratio

nN

Ad

Alig

nmen

t, In

dica

tions

of B

owin

g or

Buc

klin

gN

Ae

Cat

hodi

c pr

otec

tion

anod

esN

Af

Gre

aser

sN

Ag

Stru

ctur

al S

teel

Con

ditio

nN

Ah

Pro

tect

ive

Coa

ting

Con

ditio

n (F

laki

ng, P

eelin

g, B

liste

rs)

NA

iA

bras

ion

Dam

age

Due

to O

pera

tion

NA

jC

orro

sion

NA

kS

ectio

n Lo

ssN

Al

Riv

et, W

eld

Sea

m, o

r Bol

t Con

ditio

nN

Am

Con

ditio

n of

Act

uato

r or A

ctua

tor C

ompo

nent

sN

An

Gat

e S

eal C

ondi

tion

(Gas

ket a

nd M

atin

g S

urfa

ces)

NA

oG

ate

Anc

hora

geN

A

Em

erge

ncy

Clo

sure

Gat

esU

S15

6

US

151

US

114

Gat

e C

ondi

tion

Gat

e G

uide

s an

d G

ate

Con

trol

US

152

Pla

te S

teel

Con

ditio

n

Stru

ctur

al S

uppo

rt, B

raci

ng o

r Fr

ames

Pag

e 30

of 3

8In

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/27/

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Page 45: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aO

pera

bilit

yN

Ab

Gat

e A

ncho

rage

NA

cG

ate

supp

orts

NA

dP

rote

ctiv

e C

oatin

g C

ondi

tion

NA

eH

inge

and

pin

tel h

ousi

ngN

Af

Lock

ing

Mec

hani

smN

Ag

Sta

unch

ing

Dev

ices

NA

hB

uoya

ncy

Tank

sN

Aa

Con

cret

e S

palli

ngN

Ab

Con

cret

e C

rack

sN

Ac

Con

cret

e S

truct

ural

Inte

grity

NA

dO

ffset

(rel

ativ

e m

ovem

ent o

f opp

osin

g si

des)

NA

eU

nder

min

ing

NA

fE

xpos

ed R

ebar

Cor

rosi

onN

Ag

Sca

ling

NA

hC

oncr

ete

Che

mic

al R

eact

ion

NA

aC

orro

sion

NA

bS

ectio

n Lo

ssN

Ac

Und

erm

inin

gN

Ad

Offs

et (r

elat

ive

mov

emen

t of o

ppos

ing

side

s)N

Aa

Rot

NA

bS

plitt

ing

NA

cP

ile C

aps

NA

dO

ffset

(rel

ativ

e m

ovem

ent o

f opp

osin

g si

des)

NA

eU

nder

min

ing

NA

aD

owns

tream

Fou

ndat

ion/

Hea

dwal

lN

Ab

Win

gwal

lsN

Ac

Dow

nstre

am S

edim

enta

tion

(Sho

alin

g)N

Ad

Sho

alin

g/S

cour

Dep

th a

nd D

imen

sion

sN

AD

S57

Foul

ing/

Mar

ine

Gro

wth

aTy

pe, C

onsi

sten

cy, T

hick

ness

NA

aS

tillw

ell I

ntak

e Li

nes

NA

bG

ener

al C

ondi

tion

NA

cC

orro

sion

, Joi

nt D

amag

eN

Ad

Stil

ling

Wel

l Pie

r-S

uppo

rt (B

elow

Wat

er)

NA

eS

tillin

g W

ell P

ier-

Con

nect

ions

(Bel

ow W

ater

)N

Aa

Pro

per L

ocat

ion

and

Alig

nmen

tN

Ab

Fast

enin

g S

yste

m in

Sui

tabl

e C

ondi

tion

NA

aC

rack

ing

(Typ

e an

d S

ize)

NA

bO

ffset

/Fau

lting

(Rel

ativ

e M

ovem

ent o

f Opp

osin

g S

ides

)N

Ac

Spa

lling

or P

op o

utN

Ad

Ero

sion

NA

eR

einf

orce

men

t Cor

rosi

onN

Af

Alk

ali-S

ilica

or C

hem

ical

Rea

ctio

n of

Con

cret

eN

Ag

Con

stru

ctio

n Jo

int C

ondi

tion

NA

DS

60

DS

51S

truct

ure-

Gen

eral

Met

al

Con

ditio

n

Stru

ctur

e-G

ener

al T

imbe

r C

ondi

tion

Stil

ling

Wel

lsD

S59

US

157

Nav

igat

ion

Lock

Gat

es

But

tress

es

DS

56S

hoal

ing/

Sco

ur

DS

101

DS

52

DS

50S

truct

ure-

Gen

eral

Con

cret

e C

ondi

tion

Und

erw

ater

C

ontro

ls/In

stru

men

ts

Pag

e 31

of 3

8In

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tion

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e: 4

/27/

2010

Page 46: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aP

ile C

apN

Ab

Con

cret

e C

ondi

tion

NA

cC

ondi

tion

of C

oatin

g P

rodu

cts

NA

dC

oncr

ete

Pile

NA

eS

heet

Pile

NA

fTi

mbe

r Pile

NA

gU

nder

min

ing

NA

hD

eadm

an C

ondi

tion

NA

iJo

int o

r Knu

ckle

Con

ditio

nN

Aj

Cor

rosi

onN

Aa

Cra

ckin

g (T

ype

and

Siz

e)N

Ab

Offs

et/F

aulti

ng (R

elat

ive

Mov

emen

t of O

ppos

ing

Sid

es)

NA

cS

pallin

g or

Pop

out

NA

dE

rosi

onN

Ae

Rei

nfor

cem

ent C

orro

sion

NA

fA

lkal

i-Sili

ca o

r Che

mic

al R

eact

ion

of C

oncr

ete

NA

aC

rack

ing

(Typ

e an

d S

ize)

NA

bO

ffset

/Fau

lting

(Rel

ativ

e M

ovem

ent o

f Opp

osin

g S

ides

)N

Ac

Spa

lling

or P

op o

utN

Ad

Ero

sion

NA

eR

einf

orce

men

t Cor

rosi

onN

Af

Alk

ali-S

ilica

or C

hem

ical

Rea

ctio

n of

Con

cret

eN

Ag

Con

stru

ctio

n Jo

int C

ondi

tion

NA

aP

rote

ctiv

e C

oatin

g C

ondi

tion

NA

bFl

akin

g, P

eelin

g, B

liste

rsN

Ac

Sur

face

Are

a (%

Dam

aged

)N

Ad

Cor

rosi

on (L

ight

, Mod

erat

e, H

eavy

)N

Ae

Pitt

ing

NA

fS

ectio

n Lo

ssN

Aa

Ope

rabi

lity

NA

bIn

dica

tions

of S

tress

or S

truct

ural

Det

erio

ratio

nN

Ac

Stra

ight

, Alig

ned,

Indi

catio

ns o

f Bow

ing

or B

uckl

ing

NA

dR

ivet

, Wel

d S

eam

, or B

olt C

ondi

tion

NA

eG

ate

seal

con

ditio

nN

Af

Cat

hodi

c pr

otec

tion

anod

esN

Ag

Gre

aser

sN

Ah

Gat

e A

ncho

rage

NA

iP

rote

ctiv

e C

oatin

g C

ondi

tion

(Fla

king

, Pee

ling,

Blis

ters

)N

Aj

Sur

face

Are

a (%

Dam

aged

)N

Ak

Cor

rosi

on (L

ight

, Mod

erat

e, H

eavy

)N

Al

Pitt

ing

(% P

enet

ratio

n In

to M

etal

)N

Am

Sec

tion

Loss

NA

DS

106

Pile

s an

d B

ulkh

eads

Pla

te S

teel

Con

ditio

n

DS

151

Gat

e C

ondi

tion

DS

114

Stru

ctur

al S

uppo

rt, B

raci

ng o

r Fr

ames

DS

112

Baf

fles

DS

111

Wei

r/Wei

r Cre

st

Pag

e 32

of 3

8In

spec

tion

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e: 4

/27/

2010

Page 47: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Stru

ctur

e In

spec

tion

Sub-

com

pone

nts

Stru

ctur

e :

G11

1

Find

ing

#C

heck

list

Sub

#In

spec

tion

Item

C-R

atin

gC

omm

ents

aIn

dica

tions

of S

tress

or S

truct

ural

Det

erio

ratio

nN

Ab

Stra

ight

, Alig

ned,

Indi

catio

ns o

f Bow

ing

or B

uckl

ing

NA

cR

ivet

, Wel

d S

eam

, or B

olt C

ondi

tion

NA

dS

truct

ural

Ste

el C

ondi

tion

NA

eP

rote

ctiv

e C

oatin

g C

ondi

tion

(Fla

king

, Pee

ling,

Blis

ters

)N

Af

Abr

asio

n D

amag

e D

ue to

Ope

ratio

nN

Ag

Cor

rosi

onN

Ah

Sec

tion

Loss

NA

iG

ate

Anc

hora

geN

Aa

Ope

rabi

lity

NA

bG

ate

Gui

des

and

Gat

e C

ontro

l N

Ac

Indi

catio

ns o

f Stre

ss o

r Stru

ctur

al D

eter

iora

tion

NA

dS

traig

ht, A

ligne

d, In

dica

tions

of B

owin

g or

Buc

klin

gN

Ae

Cat

hodi

c pr

otec

tion

anod

esN

Af

Gre

aser

sN

Ag

Stru

ctur

al S

teel

Con

ditio

nN

Ah

Pro

tect

ive

Coa

ting

Con

ditio

n (F

laki

ng, P

eelin

g, B

liste

rs)

NA

iA

bras

ion

Dam

age

Due

to O

pera

tion

NA

jC

orro

sion

NA

kS

ectio

n Lo

ssN

Al

Riv

et, W

eld

Sea

m, o

r Bol

t Con

ditio

nN

Am

Con

ditio

n of

Act

uato

r or A

ctua

tor C

ompo

nent

sN

An

Gat

e S

eal C

ondi

tion

(Gas

ket a

nd M

atin

g S

urfa

ces)

NA

oG

ate

Anc

hora

geN

Aa

Ope

rabi

lity

NA

bG

ate

Anc

hora

geN

Ac

Gat

e su

ppor

tsN

Ad

Pro

tect

ive

Coa

ting

Con

ditio

nN

Ae

Hin

ge a

nd p

inte

l hou

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fLo

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nism

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gS

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evic

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Nav

igat

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trol

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157

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cD

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NA

dD

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l-Gua

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NA

eD

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l-Cle

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ess

NA

fD

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ks (i

dent

ify s

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/Fee

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aG

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NA

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be O

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Coo

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cks

(PM

boa

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NA

bR

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tor L

eaks

NA

cH

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NA

dC

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tion

NA

eR

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NA

fLe

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NA

aV

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Pro

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aC

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of U

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bR

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NA

cS

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Con

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Sup

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cC

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of C

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)N

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Tens

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cLe

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NA

dC

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Pai

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NA

hP

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Dis

conn

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iP

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/Fee

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Sta

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18

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Stru

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Rec

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NA

bH

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Cov

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NA

cC

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of M

otor

NA

dB

olts

NA

eC

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NA

fS

truts

NA

gP

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NA

aV

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Ab

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NA

bC

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NA

cB

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NA

dO

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NA

eLu

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Af

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Ag

Dis

conn

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tion

NA

hC

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NA

iC

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nd P

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But

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Vis

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NA

jLi

mit

and

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NA

kM

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Mai

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and

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Ap

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bC

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of T

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NA

cLe

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NA

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NA

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NA

bC

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of P

aint

NA

cR

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NA

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NA

dFl

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NA

eFe

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NA

fLe

ads/

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Num

berin

g N

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NA

iD

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NA

jP

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ontro

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s A

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Exh

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NA

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take

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s O

bstru

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eens

NA

aV

isua

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conn

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NA

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Num

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gN

Af

Ove

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ts V

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NA

hP

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Sw

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ratio

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NA

aC

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tific

ate

NA

bV

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Ac

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sN

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Pre

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ce U

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Saf

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Af

Vis

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Yea

rly In

spec

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Tag

NA

gC

ondi

tion

of e

quip

men

t on

Con

tact

or B

oxN

Ah

Lim

it S

witc

h O

pera

tion

NA

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ondi

tion

of M

otor

Res

isto

r Ban

kN

Aj

Con

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n of

Pus

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Bla

des

of D

isco

nnec

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ricat

edN

Al

Spa

ce H

eate

r Ope

ratio

nN

Am

Pro

per G

roun

ding

NA

nM

EG

Rea

ding

s N

Ao

Cra

ne/M

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ial H

andl

ing

Sup

ports

NA

Cra

neP

S30

7

Fuel

Sto

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Tan

k

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303

Sup

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Ven

tilat

ion

Sys

tem

s

PS

306

Air

Com

pres

sors

PS

301

Fuel

Oil

Day

Tan

k

PS

300

Pag

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e In

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nts

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ctur

e :

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Sub

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Item

C-R

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gC

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Con

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A

Pag

e 38

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Page 53: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendix B: Page 15 of 32 Inspection Graphics

Appendix B Inspection Findings Site Sketch and Photographs

Civil Mechanical Electrical (No Electrical) Structural Underwater

Page 54: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Civil Photographs

Appendix B: Page 16 of 32 Inspection Graphics

Page 55: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is
Page 56: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:General Photo 1, CV100, CV102, CV103, CV105 C-Rating:

NA Date:

04/27/2010 Description:View of Upstream Side of Culvert Gates. Signs not present on site: No Boating, No Trespassing, Gates Open Without Warning, No Parking, Structure Identification.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:General Photo 2

C-Rating: NA

Date:04/27/2010

Description: View of Downstream Side of Culvert Gates.

Appendix B: Page 17 of 32 Inspection Graphics

Page 57: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV3 Vehicle Gate

C-Rating: 3

Date:04/27/2010

Description: Replace damaged and corroded hardware.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV4 Upstream Slope/Erosion Protection (Rip-Rap) C-Rating:

3 Date:

04/27/2010 Description:Upstream slope requires (40-50%) more rip-rap, erosion protection [Above Waterline]

Appendix B: Page 18 of 32 Inspection Graphics

Page 58: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV5 Downstream Slope/Erosion Protection (Rip-Rap) C-Rating:

3 Date:

04/27/2010 Description:Downstream slope requires (90% on SW side, 20-30% on NW side) more rip-rap, (some washout visible) [Above Waterline]

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV9 Guardrails

C-Rating: 3

Date:04/27/2010

Description:Replace missing timber spacer on downstream guardrail (West rail, 9th spacer counting from the south). Only 1 bolt per spacer, resulting in spacer rotation.

Appendix B: Page 19 of 32 Inspection Graphics

Page 59: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV10 Fencing

C-Rating: 3

Date:04/27/2010

Description:Repair the following: Far/downstream corner with tilting post and sagging barbed wire. Chain link fence not attached to posts at near/upstream corner next to platform. Fencing does not prevent access or falling behind structure.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV150 Level On Structure

C-Rating: 3

Date:04/27/2010

Description: Level on structure not present.

Appendix B: Page 20 of 32 Inspection Graphics

Page 60: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendix B: Page 21 of 32 Inspection Graphics

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:CV152 Gate Position

Indicator C-Rating:

3 C-Rating:

3 Description: Gate indicators not present.

Page 61: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendix A: Page 22 of 32 Inspection Graphics

Mechanical Photographs

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Page 63: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ME2 Manual Gate Op. ME50 Upstream Gate

C-Rating: 3

Date:04/27/2010

Description:Gate Operation should be performed with a torque power tool on a stand.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ME6 Single Stem Hoist

C-Rating: 3

Date:04/27/2010

Description:Areas of corrosion and debris build-up throughout stem threads, approx. 50% of area.

Appendix B: Page 23 of 32 Inspection Graphics

Page 64: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ME6 Single Stem Hoist

C-Rating: 3

Date:04/27/2010

Description:Gate 6 missing 1 of 3 cover fasteners.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ME6 Single Stem Hoist

C-Rating: 3

Date:04/27/2010

Description:Gate 6, 1 of 4 anchor bolts loose.

Appendix B: Page 24 of 32 Inspection Graphics

Page 65: g111 inspection report 201009151 - Florida · Checklist No. Deficiency Recommendation CV5 Downstream slope requires more rip-rap, (some washout visible). The area affected is

Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Appendix B: Page 25 of 32 Inspection Graphics

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ME6 Single Stem Hoist

C-Rating: 3

Date:04/27/2010

Description:Dissimilar metal reaction occurring between carbon steel operator housing and aluminum machinery frames.

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Appendix A: Page 26 of 32 Inspection Graphics

Structural Photographs

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Appendix B: Page 27 of 32 Inspection Graphics

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:ST152

C-Rating: 4

Date:04/27/2010

Description: Barrel 4 end section foundation failure - See DS 55.

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

Underwater Photographs

Upstream / Downstream

Appendix B: Page 28 of 32 Inspection Graphics

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:US58 Debris

C-Rating: 3

Date:04/27/2010

Description: Vegetation debris keeping Gate 4 from fully seating.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:US58 Debris

C-Rating: 3

Date:04/27/2010

Description: Vegetation debris keeping Gate 4 from fully seating.

Appendix B: Page 29 of 32 Inspection Graphics

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Structure Inspection Program Structure G111 Inspection Report – C&SF St. Cloud Field Station September 16, 2010

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:DS55 Settlement

C-Rating: 4

Date:04/27/2010

Description: Barrel #4 End Section has failed foundation and has settled.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:DS55 Settlement

C-Rating: 4

Date:04/27/2010

Description: Barrel #4 End Section has failed foundation and has settled.

Appendix B: Page 30 of 32 Inspection Graphics

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Appendix B: Page 31 of 32 Inspection Graphics

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:DS104 Headwall

C-Rating: 4

Date:04/27/2010

Description: Grout bag wall, slump failure between Barrels #4 and #5.

PHOTOGRAPH LOG

Project Name: Structure Inspection Program – C&SF North

Structure:Structure G111

Discipline:DS-55 Settlement

C-Rating: 4

Date:04/27/2010

Description:Barrel #4 End Section has failed foundation and has settled.

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Appendix C Field Notes

Appendix C: Page 32 of 32 Field Notes

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