W912DS-15-B-0012_Deal_Final_Specs_-CT_2-june_25_red.pdf

E4Sciences, LLC AECOM NEW YORK DISTRICT 27 Glen Road 125 Broad Street

Sandy Hook, CT New York, NY

Atlantic Coast of New Jersey Sea Bright to Manasquan Beach Erosion Control Project

Elberon to Loch Arbour Reach, Contract 2

Deal to Elberon, New Jersey

IFB No. W912DS-15-B-0012

Specifications

100% June 2015

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-15-B-0012

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-15-B-0012

Atlantic Coast of New Jersey Sea Bright to Manasquan Beach Erosion Control Project Elberon to Loch Arbour Reach, Contract 2 Deal to Elberon, New Jersey

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00600) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

CHECKLIST - 2

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Atlantic Coast of New Jersey Sea Bright to Manasquan

Beach Erosion Control Project Elberon to Loch Arbour Reach, Contract 2

Deal to Elberon, New Jersey

Attached is INVITATION FOR BIDS (IFB) NO. W912DS-15-B-0012

1. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

2. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 13).

3. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 13 of this

IFB).

4. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00 45 0

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

5. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT

FUNDED BY THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT –

CONSTRUCTION MATERIALS (MAY 1993) IN ACCORDANCE WITH FAR

52.225-5 APPLIES.

COVER SHEET

6. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

Beach Erosion Control Project Elberon to Loch Arbour Reach, Contract 2, Deal to Elberon, NJ

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 13 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

(to be provided by Contracting Division)

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

(to be provided by Contracting Division)

00 72 00 CONTRACT CLAUSES

(to be provided by Contracting Division)

00 73 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 00 WAGE RATES

(to be provided when available)

00 90 01 REPORT OF OPERATIONS FORM and others

00 90 02 BORROW AREA INFORMATION

00 90 03 WATER QUALITY CERTIFICATE

00 90 04 SUPPLEMENTAL SURVEY DATA

00 90 05 GEOTECHNICAL REPORT (SEE FBO WEB SITE)

TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 35 AIR EMISSIONS REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

MTOC - 2

01 56 10.00 ENDANGERED SPECIES MONITORING: EQUIPMENT,

PROCEDURES AND ENDANGERED SPECIES OBSERVER

PROTOCOLS

01 57 20.00 18 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

APPENDIX A MONITORING SPECIFICATIONS FOR HOPPER DREDGES

APPENDIX B MONITORING SPECIFICATIONS FOR MECHANICAL DREDGES

APPENDIX C ENDANGERED SPECIES OBSERVER DREDGE CYCLE REPORT

APPENDIX D DREDGE OBSERVER FORM HDP

APPENDIX E INCIDENT REPORT OF SEA TURTLE TAKE

APPENDIX F INCIDENT REPORT OF ATLANTIC STURGEON TAKE

APPENDIX G ENDANGERD SPECIES OBSERVER PROGRAM LARGE WHALE

OBSERVATION DATA

01 78 00.00 18 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 05 – METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK

DIVISION 09 – FINISHES

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 31 – EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 24 00.00 18 BEACH FILL PLACEMENT

31 34 10 STONE-FILLED (SF) MARINE MATTRESSES

31 62 19.13 WOOD MARINE PILES

DIVISION 33 – UTILITIES

33 21 00.00 18 WELL POINTS

MTOC - 3

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM

HOPPER DREDGE

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 31 29.00 18 STONE CONSTRUCTION - GROIN NOTCHING

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

2"

Legend Group 3: One- to

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Construction description of Corps relationship to project

Legend Group 1: One- to two-line 3"

Color: White

District Name (optional). Place below 10.5" Reverse Signature (6"

Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 2: Division or

2.5" describes the work being done under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Castle) three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Typeface: 1.5" Helvetica Regular Maximum line length: 42" identification of project or facility (civil works) or name of sponsoring department (military).

Color: Black

Corps standards as specified in

Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right upper and lower case with initial capitals only as shown.

contractors including: type line identification of prime

Letter and word spacing to follow

7.75"

Mounting

4' x 4' HDO-3

(Dimensions are in inches)

Legend Group 4: One-to two-line

2"

1.875"

1.875"

21" 3" 42" 3"

4.5"

6"

Sea Bright to Manasquan

Atlantic Coast of New Jersey

Beach Erosion Control Project Elberon to Loch Arbour Reach

US Army Corps

6"

4.5"

48"

3" 21" 1" 21"

9.5"

Contract No. 2

Post Specification Size Code

2.25"New York District

Deal to Elberon, NJ

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

CID-01

Cross-align the first of Legend

4' x 6'

* Appendix D corporate or firm name, city, state.

Use of Legend Group 5 is optional.

Color: Black

(architect, general contractor, etc.), 10.5"

Size

Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five of Engineers

Type

WH-RD/BK

Sign Color various Height Bkg/Lgd

Legend Panel

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D. *

* Refer to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

Dimensions inches.

See attached sheet for fabrication and mounting guidelines.

Panel Size

.875"

3.125"

Elberon to Lock Arbour Reach Contr 2

4"x4" 4"x4"

2.5" 2.5"

.975"

2.5"

17"

4"

3"

3" 2"

3"

Beach Erosion Control Project

8"

6"

3.875"

4.5"

Deal to Elberon, NJ

3"

Sea Bright to Manasquan

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3"

10.5"

3"

Atlantic Coast of New Jersey

31" 3"

Deal to Elberon , NJ

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

Sea Bright to Manasquan Beach Erosion Control Project

Elberon to Loch Arbour Reach Contract 2

Atlantic Coast of New Jersey

CONTRACTOR:

FUNDED BY:

ACTIVITIES

DISTRICT ENGINEER: COLONEL :David Caldwell

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL LOCAL REQUIREMENTS CONCERNING PROHIBITED

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E 1.

2.

5. 5.

1.

2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

2.

sign panel. Position holes as 1.

shown. Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

** Refers to the U.S. Army Corps of Enginee "Sign Standards Manual", EP-310-1-6.

00 90 00-1

Section 00 90 00

Wage Rates

(To be provided by Contracting)

00 90 01-1

Section 00 90 01

Report of Operations Form and other forms

00 90 01-2

00 90 01-3

SAMPLE PILE DRIVING LOG

CONTRACT NO. CONTRACT NAME

CONTRACTOR TYPE OF PILE

PILE LOCATION

PILE SIZE:

BUTT/TIP LENGTH

GROUND ELEVATION CUT OFF ELEVATION

PILE TIP ELEVATION

VERTICAL

BATTER 1 ON

HAMMER: MAKE & MODEL

WT. RAM STROKE

RAM RATED ENERGY

DESCRIPTION & DIMENSIONS OF DRIVING

CAP

CUSHION MATERIALS & THICKNESS

INSPECTOR _________

"DEPTH" COLUMN OF PILE DRIVING RECORD REFERENCED TO:

CUT-OFF ELEVATION

FINISH DECK ELEVATION

TIME: START DRIVING

FINISH DRIVING

DRIVING TIME

INTERRUPTIONS (TIME, TIP ELEV. &

REASON)

JET PRESSURE & ELEVATIONS

CUT OFF ELEVATION: FROM DRAWING

TIP ELEVATION =

GROUND ELEVATION -DRIVEN DEPTH=

DRIVEN LENGTH =

CUT OFF ELEVATION

TIP ELEVATION

CUT OFF LENGTH =

PILE LENGTH - DRIVEN LENGTH =

DRIVING RESISTANCE

DEPTH

FT.

NO. OF

BLOWS

DEPTH

FT.

NO. OF

BLOWS

DEPTH

FT.

NO. OF

BLOWS

0 41 81 1 42 82 2 43 83 3 44 84 4 45 85 5 46 86 6 47 87 7 48 88 8 49 89 9 50 90

10 51 91 11 52 92 12 53 93 13 54 94 14 55 95 15 56 96 16 57 97 17 58 98 18 59 99 19 60 100 20 61 101 21 62 102 22 63 103 23 64 104 24 65 105 25 66 106 26 67 107 27 68 108 28 69 109 29 70 110 30 71 111 31 72 112 32 73 113 33 74 114 34 75 115 35 76 116 36 77 117 37 78 118 38 79 119 39 80 120

Section 00 90 02

Borrow Area Information

CORE 88-55

CORE 89-01

CORE 89-06

CORE 89-07

00 90 03 - 1

Section 00 90 03

Water Quality Certificate

00 90 03 - 2

00 90 03 - 3

00 90 04 -1

Section 00 90 04

Supplemental Survey Data

P N E Z Description 1 Description 2 Description 3

1 517734.32 633810.81 14.85 TRAV

2 517651.41 634224.57 11.2 TRAV

3 514099.13 633402.14 19.32 TRAV

4 514180.4 633173.25 20.52 TRAV

5 513572.03 633509.43 23.26 TRAV

6 513606.05 633341.4 22.96 TRAV

7 512102.97 633139.54 21.81 TRAV

8 512140.89 632955.24 20.85 TRAV

9 511030.75 632967.87 21.67 TRAV

10 511089.15 632664.94 18.28 TRAV

13 520545.64 635012.15 12.29 TRAV SPIKE

14 520587.72 634813.83 12.48 TRAV MAG NAIL

15 523621.43 635760.15 18.17 TRAV MAGNAIL

16 523545.35 635859.1 9.08 TRAV MAGNAIL

17 521956.46 635488.26 9.47 TRAV MAGNAIL

18 522298.71 635498.29 12.88 TRAV XCUT

19 521515.08 635297.7 9.51 TRAV MAGNAIL

20 525969.72 635697.92 16.38 DISK 13D7

21 526213.69 635718 16.35 TRAV XCUT

22 518798.73 633899.64 11.84 TRAV XCUT

23 518688.99 633871.87 12.11 TRAV MAGNAIL

24 518896.27 634836.63 15.83 TRAV XCUT

25 518682.45 634656.86 17.22 TRAV XCUT

26 518808.81 633865.12 4.91 TRAV DH

1000 516400.09 634185.99 3.41 TPC

1001 516398.68 634189.78 2.45 TPC

1002 516400.69 634190.48 2.32 TPC

1003 516396.83 634201.17 2.45 TPC

1004 516394.62 634200.31 2.34 TPC

1005 516391.89 634206.43 2.56 TPC

1006 516393.78 634207.13 2.48 TPC

1007 516388.74 634220.17 2.36 TPC W/CRIBBING

1008 516386.68 634219.47 2.57 TPC W/CRIBBING

1009 516386.09 634228.73 2.28 TPC

1010 516383.15 634227.49 2.75 TPC

1011 516379.25 634237.16 2.28 TPC W/CRIBBING

1012 516381.85 634238.37 2.27 TPC W/CRIBBING

1013 516379.94 634241.82 2.25 TPC

1014 516376.36 634250.07 2.14 TPC W/CRIBBING

1015 516374.64 634249.34 2.23 TPC W/CRIBBING

1016 516371.62 634257.33 2.2 TPC W/CRIBBING

1017 516373.63 634258.33 2.1 TPC W/CRIBBING

Final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control

Project

Survey Data

1018 516372.9 634261.17 0.89 TPC

1019 516367.84 634268.54 2.65 TPC

1020 516351.19 634285.54 ‐0.06 TPC

1021 516352.28 634287.47 0 TPC

1022 516343.15 634308.08 ‐0.14 TPC

1023 516340.85 634307.27 ‐0.12 TPC

1024 516362.24 634315.77 0.08 TPC

1025 516360.47 634314.91 ‐0.02 TPC

1026 516348.54 634294.02 0.05 TPC

1027 516346.84 634292.98 0.18 TPC

1028 516390.86 634211.45 0.28 TOP 12"PIPE SSTEEL

1029 516386.21 634223.12 0.19 TOP OF PIPE AT JOINT

1030 516385.81 634224.42 0.93 TOP OF CHECK VALVE

1031 516385.35 634225.66 0.19 TOP OF PIPE AT JOINT

1032 516378.33 634242.88 0.07 TOP OF PIPE AT JOINT

1033 516378.29 634243.34 0.07 TOP OF PIPE AT JOINT

1034 516371.07 634261.37 0.02 12" SSTEEL END

1035 516370.17 634263.5 ‐0.31 TOP OF WELL POINT

1036 516370.3 634255.7 ‐0.41 TOP OF WELL POINT

1037 516377.82 634252.28 ‐0.31 TOP OF WELL POINT

1038 516374.71 634244.51 ‐0.34 TOP OF WELL POINT

1039 516379.2 634233.06 ‐0.27 TOP OF WELL POINT

1040 516386.77 634229.65 ‐0.21 TOP OF WELL POINT

1041 510902.97 633204.99 ‐0.4 TOP WOOD PILE

1042 510905.9 633192.9 2.01 TOP WOOD PILE

1043 510908.32 633192.22 3.68 TOP WOOD PILE

1044 510911.28 633183.65 ‐0.87 TOP WOOD PILE

1045 510908.74 633182.58 ‐0.86 TOP WOOD PILE

1046 510914.38 633172.34 0.63 TOP WOOD PILE

1047 510912.55 633177.87 0.13 TOP WOOD PILE

1048 510910.39 633177.09 ‐0.97 TOP WOOD PILE

1049 510914.36 633172.29 0.63 TOP WOOD PILE

1050 510912 633171.39 0.19 TOP WOOD PILE

1051 510912 633171.45 0.18 TOP WOOD PILE

1052 510916.04 633164.19 0.18 TOP WOOD PILE

1053 510914.48 633162.42 0.38 TOP WOOD PILE

1054 510919.06 633154.82 0.47 TOP WOOD PILE

1055 510916.55 633152.46 0.5 TOP WOOD PILE

1056 510919.93 633148.95 0.35 TOP WOOD PILE

1057 510918.08 633148.56 0.32 TOP WOOD PILE

1058 510922.69 633150.13 2.05 PIPE ST TOP 14IN IRON

1059 510922.59 633149.48 1.95 PIPE TOP 14IN IRON

1060 510925.76 633144.16 4.17 TOP WOOD PILE

1061 510922.15 633143.08 3.49 TOP WOOD PILE

1062 510919.42 633142.68 0.2 TOP WOOD PILE

1063 510921.01 633137.06 0.22 TOP WOOD PILE

1064 510923.51 633137.99 2.61 TOP WOOD PILE

1065 510927.08 633139.03 3.69 TOP WOOD PILE

1066 510921.54 633131.72 ‐0.37 TOP WOOD PILE

1067 510924.45 633131.74 ‐0.32 TOP WOOD PILE

1068 510926.53 633131.21 1.87 TOP 14IN IRON PIPE

1069 510926.77 633130.5 1.89 TOP 14IN IRON PIPE

1070 510925.24 633129.5 3.55 TOP WOOD PILE

1071 510928.01 633129.82 3.64 TOP WOOD PILE

1072 510923.84 633126.65 ‐0.03 TOP WOOD PILE

1073 510925.45 633127.27 0 TOP WOOD PILE

1074 510919.52 633147.37 ‐1.87 TOP OF BURIED PIPE

1075 510925.16 633120.2 0.32 TOP WOOD PILE

1076 510930.22 633121.1 3.32 TOP WOOD PILE

1077 510927 633120.87 3.01 TOP WOOD PILE

1078 510926.27 633113.51 0.75 TOP WOOD PILE

1079 510928.73 633114.73 0.78 TOP WOOD PILE

1080 510930.57 633113.61 2.17 TOP 14IN IRON PIPE JOINT

1081 510930.74 633112.99 2.2 TOP 14IN IRON PIPE

1082 510929.6 633112.06 2.85 TOP WOOD PILE

1083 510932.14 633113.58 2.92 TOP WOOD PILE

1084 510929.01 633103.89 1.37 TOP WOOD PILE

1085 510934.13 633104.69 3.13 TOP WOOD PILE

1086 510930.97 633104.73 3.28 TOP WOOD PILE

1087 510930.26 633096.35 2.09 TOP WOOD PILE

1088 510933.01 633097.12 3.27 TOP WOOD PILE

1089 510936.22 633097.86 3.32 TOP WOOD PILE

1090 510935.2 633094.53 2.47 TOP 14IN IRON PIPE JOINT

1091 510935.42 633093.94 2.47 TOP 14IN IRON PIPE

1092 510936.04 633090.92 2.47 TOP 14IN IRON PIPE

1093 510935.03 633088.79 3.28 TOP WOOD PILE

1094 510931.9 633087.92 2.95 TOP WOOD PILE

1095 510981.91 632971.52 21.46 BLKHD ST

1096 510999.86 632976.41 21.38 BLKHD

1097 511017.17 632980.42 21 BLKHD

1098 511040.74 632985.96 20.8 BLKHD

1099 512109.37 632988.48 21.1 SSMH

1100 512119.36 633001.63 20.9 SDMH

1101 512117.35 633038.2 20.64 BC ST

1102 512106.39 633090.69 21.28 BC

1103 512072.11 633077.58 21.04 BC1 ST

1104 512082.1 633029.65 20.45 BC1

1105 512084.9 633056.22 20.94 WV

1106 512116.21 633068.13 22.84 CO

1107 512106.67 633091.18 21.54 TRB ST

1108 512092.27 633087.95 21.56 TRB

1109 512087.37 633091.53 21.65 SIGN

1110 512085.45 633087.02 21.4 TRB1 ST

1111 512070.25 633083.91 21.63 TRB1

1112 512075.09 633080.61 21.17 EPR ST

1113 512088.66 633083.22 21.31 EPR

1114 512105.16 633086.38 21.17 EPR

1115 512092.3 633070.73 21.34 SGPV

1116 512096.02 633053.11 21.23 SGPV

1117 512100.74 633033.84 21.06 SGPV

1118 512123.57 633038.08 21.26 SDWK ST

1119 512128.37 633039.12 21.31 SDWK1 ST

1120 512122.3 633068.29 21.57 SDWK1

1121 512117.57 633067.21 21.49 SDWK

1122 512109.19 633106.27 21.95 SDWK

1123 512114.11 633107.32 22.02 SDWK1

1124 512107.09 633140.75 21.87 SDWK1

1125 512102.27 633139.81 21.74 SDWK

1126 512102.61 633109.9 21.81 SGGR

1127 512087.14 633106.65 21.61 SGGR

1128 512072.95 633102.68 21.42 SGGR

1129 512061.99 633127.91 22.53 SGGR

1130 512079.03 633132.33 22.2 SGGR

1131 512093.26 633137.89 21.82 SGGR

1132 512036.06 633151.45 21.95 BLKHD ST NEW

1133 512045.58 633156.74 21.14 BLKHD1 ST OLD

1134 512060.87 633156.77 21.95 BLKHD

1135 512060.36 633159.08 21.21 BLKHD1

1136 512086.57 633162.23 21.98 BLKHD

1137 512085.59 633164.01 21.41 BLKHD1

1138 512082.86 633171.63 18.27 BLKHD1

1139 512079.86 633181.04 14.12 BLKHD1

1140 512091.19 633184.4 14.16 BLKHD1

1141 512098.65 633186.64 14.09 BLKHD1

1142 512096.35 633185.57 13.43 WALL ST BOULDER

1143 512096.11 633178.93 15.3 WALL

1144 512096.39 633172.14 16.96 WALL

1145 512096.88 633163.8 19.62 WALL

1146 512099.26 633155.96 21.2 WALL

1147 512105.88 633150.15 21.77 WALL

1148 512106.22 633151.5 22.66 TWALL ST BOULDER

1149 512100.41 633155.75 23.02 TWALL

1150 512099.05 633163.17 22.86 TWALL

1151 512099.86 633169.02 22.7 TWALL

1152 512099.04 633177.68 20.97 TWALL

1153 512099.27 633183.6 20.51 TWALL

1154 512101.64 633186.83 19.78 TWALL

1155 512101.02 633153.6 21.39 GRAVE ST

1156 512107.2 633141.42 21.85 GRAVE

1157 512094.77 633138.72 21.66 GRAVE

1158 512090.8 633154.22 20.45 GRAVE

1159 512088.71 633162.94 19.15 GRAVE

1160 512083.69 633169.32 17.23 GRAVE

1161 512081.17 633179.21 14.22 GRAVE

1162 512094.18 633183.17 14.34 GRAVE

1163 512095.06 633175.51 16.12 GRAVE

1164 512083.41 633184.86 9.7 PINV 10" IRON PIPE

1165 512081.67 633165.33 18.2 TWALL1 ST BOULDER

1166 512067.71 633161.12 17.17 TWALL1

1167 512049.35 633159.7 14.76 TWALL1

1168 512044.35 633166.05 8.61 WALL1 ST BOULDER

1169 512061.48 633172.92 7.81 WALL1

1170 512065.08 633182.18 7.16 WALL1

1171 512074.51 633192.74 6.6 WALL1

1172 512073.12 633204.88 5.71 WALL1

1173 512072.28 633205.8 6.19 CONC ST WALK

1174 512078.81 633207.22 7.15 CONC

1175 512087.64 633209.37 7.66 CONC

1176 512095.3 633212.58 7.91 CONC

1177 512100.56 633211.09 8.51 CONC WALK

1178 512101.95 633216.39 8.22 CONC1 ST WALK

1179 512094.5 633216.46 7.84 CONC1

1180 512089.93 633212.88 7.45 CONC1

1181 512081.65 633210.57 7.13 CONC1

1182 512071.61 633210.23 6.35 CONC1

1183 512082.24 633199.59 8.13 SGGR

1184 512086.5 633194.67 11.28 SGGR

1185 512084.62 633195.04 9.71 SGGR

1186 512090.64 633197.38 8.43 SGGR

1187 512091.49 633194.57 9.73 SGGR

1188 512093.56 633197.09 10.39 SGGR

1189 512093.88 633200.57 8.85 SGGR

1190 512090.2 633201.07 7.69 SGGR

1191 512091.02 633205.33 7.68 SGGR

1192 512093.08 633205.94 8.91 SGGR

1193 512099.78 633203.43 9.69 SGGR

1194 512096.18 633196.02 9.68 SGGR

1195 512101.73 633193.96 10.71 SGGR

1196 512093.51 633189.03 12.01 SGGR

1197 512088.16 633188.99 9.5 SGGR

1198 512085.99 633184.91 11.91 SGGR

1199 512082.3 633185.22 10.74 SGGR

1200 512087 633185.15 12.81 12 " TIMBER ST

1201 512094.25 633187.95 13.22 12 " TIMBER

1202 512098.7 633190.27 13.49 12 " TIMBER

1203 513621.41 633416.44 22.9 SDMH

1204 513596.96 633410.1 22.88 BC ST

1205 513590.2 633442.71 23.17 BC

1206 513580.72 633486.83 23.9 BC PC

1207 513585.86 633494.8 23.75 BC PT

1208 513618.61 633502.64 23.68 BC PC

1209 513628.35 633495.22 23.59 BC PT

1210 513639.17 633444.14 23.02 BC

1211 513644.24 633419.3 22.66 BC

1212 513614.4 633445.37 23.08 SGPV

1213 513606.11 633478.59 23.69 SGPV

1214 513622.75 633514.62 23.64 SGGR

1215 513598.93 633509.73 23.45 SGGR

1216 513577.18 633504.79 23.63 SGGR

1217 513568.95 633511.63 23.03 WALL ST

1218 513598.33 633518.71 23.48 WALL

1219 513634.03 633527.15 23.55 WALL

1220 513633.22 633529.79 10.91 WALL ST

1221 513618.87 633528.74 11.53 PINVE IRON

1222 513596.26 633521.25 10.72 WALL

1223 513568.06 633514.36 10.59 WALL

1224 513566.01 633520.45 10.54 TWALL1 ST

1225 513565.68 633520.63 7.55 WALL1 ST

1226 513589.07 633525.91 7.37 WALL1

1227 513589.25 633526.15 10.78 TWALL1

1228 513632.14 633536.37 10.95 TWALL1

1229 513631.78 633536.6 4.68 WALL1

1230 513635.05 633541.77 12.42 CONC ST

1231 513629.11 633569.26 7.47 CONC

1232 513621.74 633599.87 6.47 CONC

1233 513630.52 633602.3 5.84 CONC

1234 513638.91 633575.92 6.89 CONC

1235 513649.27 633542.66 7.67 CONC

1236 513585.01 633526.44 10.55 TOP WOOD PILE

1237 513589.36 633527.76 10.68 TOP WOOD PILE

1238 513596.46 633529.28 8.67 TOP WOOD PILE

1239 513599.46 633530.62 10.31 TOP WOOD PILE

1240 513605.91 633531.63 9.98 TOP WOOD PILE

1241 513611.47 633533.13 9.91 TOP WOOD PILE

1242 513618.08 633533.97 7.77 TOP WOOD PILE

1243 513609.18 633602.32 4.04 TOP WOOD PILE

1244 513607.06 633599.95 3.92 TOP WOOD PILE

1245 513608.96 633592.43 3.22 TOP WOOD PILE

1246 513605.06 633589.83 4.45 TOP WOOD PILE

1247 513600.55 633588.75 4.28 TOP WOOD PILE

1248 513618.77 633585.29 5.59 TOP WOOD PILE

1249 513613.85 633584.29 5.31 TOP WOOD PILE

1250 513609.69 633582 5.04 TOP WOOD PILE

1251 513605.44 633582.7 4.82 TOP WOOD PILE

1252 513600.75 633580.35 4.86 TOP WOOD PILE

1253 513602.12 633580.11 4.34 TOP WOOD PILE

1254 513613.33 633576.91 5.16 TOP WOOD PILE

1255 513609.66 633574.01 4.73 TOP WOOD PILE

1256 513604.27 633570.83 5.22 TOP WOOD PILE

1257 513620.36 633573.72 5.5 TOP WOOD PILE

1258 513615.98 633570.89 5.53 TOP WOOD PILE

1259 513613.15 633568.17 5.2 TOP WOOD PILE

1260 513609.46 633566.11 5.33 TOP WOOD PILE

1261 513621.91 633565.67 5.59 TOP WOOD PILE

1262 513625.48 633556.28 6.08 TOP WOOD PILE

1263 513621.85 633551.53 6.31 TOP WOOD PILE

1264 513615.99 633537.33 3 TOP WOOD PILE

1265 513610.49 633535.74 3.46 TOP WOOD PILE

1266 513604.58 633533.32 4.49 TOP WOOD PILE

1267 513598.96 633532.67 5.36 TOP WOOD PILE

1268 513595 633531.46 5.6 TOP WOOD PILE

1269 513589.52 633530.87 5.9 TOP WOOD PILE

1270 513584.15 633529.32 6.35 TOP WOOD PILE

1271 513578.16 633526.9 6.42 TOP WOOD PILE

1272 513574.31 633526.58 6.69 TOP WOOD PILE

1273 513563.45 633524.88 6.94 TOP WOOD PILE

1274 513546.3 633519.38 8.81 TOP 20" IRON PIPE

1275 513610.06 633534.07 4.09 TOP 20" IRON PIPE

1276 513633.02 633538.76 8.07 TOP 20" IRON PIPE

1277 513633.77 633538.5 7.5 BOULDER

1278 513624.91 633535.63 7.92 BOULDER

1279 513624.78 633541.31 6.84 BOULDER

1280 513622.1 633546.9 6.53 BOULDER

1281 513618.83 633548.73 4.74 BOULDER

1282 513622.91 633552.51 6.14 BOULDER

1283 513619.54 633556.42 6.03 BOULDER

1284 513615.45 633558.77 3.65 BOULDER

1285 513617.16 633562.05 6.11 BOULDER

1286 513614.8 633563.44 4.24 BOULDER

1287 513612.22 633566.18 4.2 BOULDER

1288 513619.25 633569.76 7.07 BOULDER

1289 513613.38 633576.5 3.86 BOULDER

1290 513618.26 633575.8 6.21 BOULDER

1291 513614.86 633583.36 4.2 BOULDER

1292 513613.8 633594.12 3.67 BOULDER

1293 513610.05 633604.59 4.08 BOULDER

1294 513618.05 633605.11 6.3 BOULDER

1295 513620.41 633596.01 5.99 BOULDER

1296 513619.41 633587.02 7.52 BOULDER

1297 513624 633586.17 6.89 BOULDER

1298 513627.65 633572.04 6.96 BOULDER

1299 513630.78 633551.98 7.44 BOULDER

1300 513634.69 633541.98 8.09 BLKHD ST TIMBER

1301 513630.55 633563.12 7.68 BLKHD

1302 513623.57 633588.64 6.72 BLKHD

1303 513614.47 633624.72 5.74 BLKHD

1304 514114.3 633372.82 19.09 EPR ST

1305 514107.43 633398.44 19.18 EPR

1306 514102.7 633403.93 19.32 EPR

1307 514089.92 633402.95 19.53 EPR

1308 514076.18 633399.75 19.4 EPR

1309 514074.08 633393.42 19.26 EPR

1310 514077.66 633362.3 19.17 EPR

1311 514094.82 633366.61 19.69 SGPV

1312 514090.81 633393.86 19.56 SGPV

1313 514122.11 633374.05 20.01 METFEN ST 4'h CL

1314 514118.54 633393.48 20.53 METFEN

1315 514116.44 633402.72 20.52 GATE ST 5'

1316 514112.01 633409.44 20.41 GATE

1317 514111.98 633409.49 20.41 METFEN ST 5'

1318 514107.08 633417.28 20.52 METFEN

1319 514097 633458.55 19.75 METFEN

1320 514101.56 633459.5 19.72 METFEN_GATE ST

1321 514109.65 633461.28 19.64 BLKHD ST_GATE

1322 514108.21 633475.64 17.94 BLKHD

1323 514107.14 633475.73 17.6 WODFEN ST

1324 514105.82 633482.94 16.03 WODFEN

1325 514108.03 633491.57 14.21 WODFEN

1326 514113.29 633495.84 13.22 WODFEN

1327 514093.94 633483.24 15.87 BUSH ST

1328 514092.02 633475.14 17.21 BUSH

1329 514092.89 633466.24 18.72 BUSH

1330 514095.43 633452.72 19.99 BUSH

1331 514103.61 633419.03 20.26 BUSH

1332 514107.61 633414.74 20.39 TRB ST

1333 514093 633411.49 20 TRB

1334 514070.57 633405.7 19.86 TRB1 ST

1335 514086.27 633409.55 19.86 TRB1

1336 514086 633421.9 20.76 SIGN

1337 514073.36 633420.9 20.97 SGGR

1338 514064.37 633421.54 21.09 SGGR

1339 514060.87 633437 21.62 SGGR

1340 514072.46 633440.24 21.3 SGGR

1341 514044.14 633444.57 23.16 WALL ST BOULDER

1342 514044.28 633448.02 26.24 TWALL ST BOULDER

1343 514050.5 633445.85 22.62 WALL

1344 514048.29 633449.87 26.04 TWALL

1345 514055.09 633449.04 21.95 WALL

1346 514055.45 633452.72 24.1 TWALL

1347 514062.99 633452.03 22.21 WALL

1348 514061.99 633457.4 23.89 TWALL

1349 514066.69 633458.59 23.61 TWALL

1350 514068.73 633461.65 23.64 TWALL

1351 514065.87 633452.84 21.9 WALL

1352 514070.85 633457.34 21.33 WALL

1353 514049.23 633456.61 22.77 TWALL1 ST BOULDER

1354 514054.02 633459.81 22.24 TWALL1

1355 514058.93 633461.11 22.22 TWALL1

1356 514061.92 633461.96 22.48 TWALL1

1357 514067.13 633465.58 22.21 TWALL1

1358 514068.54 633479.32 20.02 TWALL1

1359 514061.62 633483.37 13.4 WALL1 ST

1360 514062.77 633471.09 15.34 WALL1

1361 514051.3 633466.68 15.43 WALL1

1362 514044.51 633483.45 11.79 WALL1

1363 514056.69 633473.87 14.24 SGGR SAND

1364 514051.35 633488.2 11.64 SGGR SAND

1365 514048.38 633500.87 10.4 SGGR SAND

1366 514053.58 633581.36 5.85 BOTTOM BOULDER

1367 514054.1 633581.7 8.63 TOP BOULDER

1368 514061.3 633582.18 8.87 TOP BOULDER

1369 514068.81 633582.92 8.44 TOP BOULDER

1370 514069.65 633583.44 4.22 BOTTOM BOULDER

1371 514072.49 633568.86 4.94 BOTTOM BOULDER

1372 514065.51 633566.6 9.92 TOP BOULDER

1373 514065.8 633567.81 4.79 PINV 30"

1374 514067.27 633563.93 7.87 TOP PIPE

1375 514062.2 633566.58 10.23 TOP BOULDER

1376 514058.77 633565.58 6.46 BOTTOM BOULDER

1377 514064.23 633541.64 9.65 BOTTOM BOULDER

1378 514066.09 633543.13 11.84 TOP BOULDER

1379 514071.17 633543.25 11.95 TOP BOULDER

1380 514071.78 633542.44 9.46 TOP 30" CONC PIPE

1381 514074.16 633544.24 11.18 TOP BOULDER

1382 514075.44 633544.94 8.76 BOTTOM BOULDER

1383 514070.24 633516.62 10.55 BOTTOM BOULDER

1384 514071.82 633516.87 12.88 TOP BOULDER

1385 514077.25 633516.46 12.86 TOP BOULDER

1386 514075.78 633520.08 11.26 TOP 30" CONC PIPE

1387 514080.41 633518.3 12.09 TOP BOULDER

1388 514083.78 633518.28 10.4 BOTTOM BOULDER

1389 514085.29 633507.52 12.38 BOTTOM BOULDER

1390 514083.52 633507.82 14.28 TOP BOULDER

1391 514079.72 633508.2 13.8 TOP BOULDER

1392 514075.15 633505.87 13.74 TOP BOULDER

1393 514074.17 633505.84 11.7 BOTTOM BOULDER

1394 514075.66 633497.82 12.62 BOTTOM BOULDER

1395 514076.2 633497.44 13.63 TOP BOULDER

1396 514079.53 633497.81 14.63 TOP BOULDER

1397 514083.17 633498.25 14.07 TOP BOULDER

1398 514086.37 633498.52 13.54 BOTTOM BOULDER

1399 514083.46 633490.59 15.11 TOP BOULDER

1400 514081.58 633488.43 15.18 SGGR

1401 514077.3 633485.26 16 SGGR

1402 514078.47 633469.89 18.35 SGGR

1403 514086.18 633469.38 18.37 SGGR

1404 514088.87 633453.47 20.13 SGGR

1405 514083.25 633452.49 20.49 SGGR

1406 517693.34 634308.75 15.33 SDMH

1407 517685.25 634235.15 10.49 BC ST

1408 517679.2 634264.69 10.08 BC

1409 517677.24 634273.7 9.43 INLET GRATE

1410 517675.01 634284.75 10.69 BC

1411 517648.23 634267.19 9.51 INLET GRATE

1412 517651.45 634252.22 10.29 BC ST

1413 517656.9 634225.18 10.42 BC

1414 517670.28 634229.34 10.75 SGPV

1415 517667.12 634250.45 10.64 SGPV

1416 517663.78 634269.07 10.53 SGPV

1417 517661.42 634290.1 10.64 SIGN

1418 517662.07 634487 5.01 TOP WOOD PILE

1419 517666.85 634488.04 4.85 TOP WOOD PILE

1420 517661.17 634493.05 5.09 TOP WOOD PILE

1421 517666.68 634494.05 5.02 TOP WOOD PILE

1422 517665.02 634500.09 5.05 TOP WOOD PILE

1423 517660.27 634498.95 5.14 TOP WOOD PILE

1424 517659.32 634504.4 5.08 TOP WOOD PILE

1425 517657.93 634511.78 5.02 TOP WOOD PILE

1426 517657 634516.3 5.08 TOP WOOD PILE

1427 517656.48 634523.02 5.03 TOP WOOD PILE

1428 517654.41 634529.3 5 TOP WOOD PILE

1429 517653.81 634530.31 4.98 TOP WOOD PILE

1430 517653.65 634531.63 5.05 TOP WOOD PILE

1431 517654.11 634532.05 5.06 TOP WOOD PILE

1432 517655.29 634532.67 5.09 TOP WOOD PILE

1433 517656.86 634533.18 4.84 TOP WOOD PILE

1434 517658.23 634533.19 5.09 TOP WOOD PILE

1435 517659.76 634533.62 5.13 TOP WOOD PILE

1436 517660.18 634532.76 5.13 TOP WOOD PILE

1437 517661.08 634532.37 4.99 TOP WOOD PILE

1438 517660.81 634530.44 4.99 TOP WOOD PILE

1439 517660.78 634528.75 4.97 TOP WOOD PILE

1440 517661.96 634523.81 5 TOP WOOD PILE

1441 517662.6 634517.15 5.04 TOP WOOD PILE

1442 517663.12 634511.5 5 TOP WOOD PILE

1443 517657.78 634531.91 0.26 PINVK IRON

1444 517657.59 634529.22 4.29 TOP PIPE 48"

1445 517659.46 634519.32 4.34 TOP PIPE 48" JOINT

1446 517661.19 634507.36 4.37 TOP PIPE 48" JOINT

1447 517662.98 634495.64 4.41 TOP PIPE 48" JOINT

1448 517664.63 634488.43 4.38 TOP PIPE 48"

2000 520186.57 635087.1 ‐0.06 TPC

2001 520183.91 635088.33 0.36 TPC

2002 520184.65 635090.6 ‐1.94 TPC

2003 520185.36 635091.42 0.23 TPC

2004 520183.88 635092.73 ‐1.8 TPC

2005 520182.43 635093.77 ‐0.12 TPC

2006 520183.99 635097.04 0.12 TPC

2007 520180.89 635099.53 ‐0.23 TPC

2008 520181.96 635101.15 ‐2.44 TPC

2009 520181.04 635102.84 ‐1.84 TPC

2010 520182.49 635103.17 ‐0.26 TPC

2011 520181.38 635103.72 ‐2.48 TPC

2012 520180.47 635109.35 ‐0.52 TPC

2013 520177.31 635112.13 ‐1.26 TPC

2014 520178.13 635114.67 ‐2.23 TPC

2015 520179.19 635115.45 ‐1.01 TPC

2016 520177.39 635117.91 ‐3 TPC

2017 520177.28 635117.82 ‐3.09 TPC

2018 520177.01 635119.36 ‐2.91 TPC

2019 520176.3 635117.98 ‐1.9 TPC

2020 520177.19 635121.37 ‐1.51 TPC

2021 520174.56 635123.58 ‐1.79 TPC

2022 520175.92 635127.38 ‐1.46 TPC

2023 520174.43 635128 ‐1.66 TPC

2024 520172.91 635130.05 ‐1.68 TPC

2025 520174.11 635129.67 ‐3.33 TPC

2026 520173.13 635132.38 ‐2.14 TPC

2027 520172.95 635133.39 ‐2.63 TPC

2028 520174.21 635133.54 ‐1.74 TPC

2029 520170.94 635135.9 ‐1.9 TPC

2030 520172.48 635139.27 ‐2.2 TPC

2031 520171.04 635141.4 ‐2.43 TPC

2032 520169.61 635142.21 ‐2.49 TPC

2033 520171.08 635145.03 ‐2.37 TPC

2034 520170.01 635146.14 ‐2.35 TPC

2035 520169.21 635147.74 ‐2.55 TPC

2036 520168.53 635147.76 ‐2.5 TPC

2037 520168.47 635150.18 ‐2.84 TPC

2038 520169.37 635151.25 ‐2.93 TPC

2039 520166.7 635153.14 ‐2.77 TPC

2040 520167.93 635154.9 ‐2.69 TPC

2041 520165.54 635155.66 ‐3.11 TPC

2042 520166.82 635156.73 ‐3 TPC

2043 520165.81 635157.14 ‐2.87 TPC

2044 520166.37 635158.31 ‐2.89 TPC

2045 520167.59 635158.12 ‐3.09 TPC

2046 520159.9 635073.76 0.28 MISCBL ST ROCKS

2047 520161.76 635067.92 0.89 MISCBL

2048 520173.8 635068.46 0.78 MISCBL

2049 520190.64 635082.19 ‐1.5 MISCBL

2050 520205.22 635082.51 ‐2.28 MISCBL

2051 520212.95 635078 ‐2.4 MISCBL

2052 520221.32 635068.97 ‐2.47 MISCBL

2053 520227.81 635057.72 ‐2.16 MISCBL

2054 520234.19 635035.06 ‐1.21 MISCBL

2055 520240.77 635015.54 0.44 MISCBL

2056 520245.47 634988.05 3.75 MISCBL

2057 520249.73 634977.55 5.15 MISCBL

2058 520247.25 634965.3 7.05 MISCBL

2059 520258.47 634959.09 7.83 MISCBL

2060 520259.74 634955.92 8.42 MISCBL

2061 520253.1 634955 8.92 MISCBL

2062 520249.76 634957.68 7.93 MISCBL

2063 520246.36 635058.76 ‐1.01 PINV 8" IRON

2064 520252.38 635071.61 ‐0.29 TOP END 8" SSTEEL

2065 520253.9 635061.68 ‐0.26 TOP PIPE EAST SIDE CHECK VALVE

2066 520254.25 635059.9 ‐0.26 TOP PIPE WEST SIDE CHECK VALVE

2067 520254.06 635060.79 0.26 TOP OF CHECK VALVE

2068 520254.49 635058.77 ‐0.22 TOP OF PIPE EAST SIDE UNION

2069 520254.62 635057.43 ‐0.2 TOP OF PIPE WEST SIDE UNION

2070 520256.12 635046.21 ‐0.25 TOP OF PIPE EAST SIDE UNION

2071 520256.41 635044.83 ‐0.25 TOP OF PIPE WEST SIDE UNION

2072 520260.48 635015.27 0.43 TOP OF PIPE

2073 520246.96 635058.17 ‐0.18 TOP OF PIPE 8" IRON

2074 520250.18 635038.74 ‐0.33 TOP OF PIPE 8" IRON AT JOINT

2075 520253.15 635022.93 ‐0.37 TOP OF PIPE 8" IRON

2076 520248.15 635069.87 ‐0.43 WELL POINT

2077 520257.08 635070.53 ‐0.69 WELL POINT

2078 520259.05 635067.09 ‐0.7 WELL POINT

2079 520258.11 635063.2 ‐0.68 WELL POINT

2080 520249.9 635062.41 ‐0.28 WELL POINT

2081 520247.01 635065.72 ‐0.21 WELL POINT

2082 520251.7 635068.74 1.86 TPC w/CRIBBING

2083 520253.97 635069.39 1.81 TPC w/CRIBBING

2084 520254.22 635065.56 1.82 TPC w/CRIBBING

2085 520251.96 635065.52 1.81 TPC w/CRIBBING

2086 520256.41 635054.89 1.87 TPC w/CRIBBING

2087 520253.61 635055.25 1.95 TPC w/CRIBBING

2088 520257.87 635045.16 1.65 TPC w/CRIBBING

2089 520255.15 635045.06 1.83 TPC w/CRIBBING

2090 520258.45 635039.08 1.94 TPC w/CRIBBING

2091 520255.38 635038.37 2.1 TPC w/CRIBBING

2092 520256.47 635026.38 3.39 TPC w/CRIBBING

2093 520259.5 635027.22 3.33 TPC w/CRIBBING

2094 520258.65 635020.77 3.37 TPC w/CRIBBING

2095 520260.68 635020.94 3.3 TPC w/CRIBBING

2096 520259.48 635015.6 3.96 TPC w/CRIBBING

2097 520261.53 635015.57 4.22 TPC w/CRIBBING

2098 520264.43 635003.32 2.2 TPC

2099 520260.92 634986.59 5.46 TPC

2100 520259.05 634986.21 5.38 TPC

2101 520255.46 635005.66 2.02 TPC

2102 520253.85 635015.42 4.29 TPC

2103 520255.82 635015.18 2.42 TPC

2104 520252.52 635022.14 3.09 TPC w/CRIBBING

2105 520254.25 635022.16 2.98 TPC w/CRIBBING

2106 520249.86 635035.32 0.9 TPC w/CRIBBING

2107 520251.39 635035.65 1.05 TPC w/CRIBBING

2108 520246.29 635054.06 0.8 TPC w/CRIBBING

2109 520249.12 635054.97 1.09 TPC w/CRIBBING

2110 520202.56 635034.8 2.55 PINV 48HX76W RCP

2111 520202.54 635034.19 7.1 TOP OF PIPE CL

2112 520216.46 635009.33 7.5 TOP OF PIPE CL

2113 520231.76 634981.24 7.99 TOP OF PIPE CL

2114 520247.35 634953.91 8.36 TOP OF PIPE CL END VISIBLE PIPE

2115 520245.35 634947.7 9.71 TPC w/CRIBBING

2116 520241.63 634954.57 9.58 TPC w/CRIBBING BOTH SIDES

2117 520248.88 634958.73 9.59 TPC w/CRIBBING BOTH SIDES

2118 520245.01 634965.65 9.47 TPC w/CRIBBING BOTH SIDES

2119 520237.75 634961.38 9.54 TPC w/CRIBBING BOTH SIDES

2120 520245 634965.69 9.47 TPC w/CRIBBING BOTH SIDES

2121 520241.12 634972.7 9.34 TPC w/CRIBBING BOTH SIDES

2122 520234 634968.45 9.46 TPC w/CRIBBING BOTH SIDES

2123 520230.05 634975.53 9.42 TPC w/CRIBBING BOTH SIDES

2124 520237.36 634979.68 9.23 TPC w/CRIBBING BOTH SIDES

2125 520233.33 634986.52 9.19 TPC w/CRIBBING BOTH SIDES

2126 520226.3 634982.38 9.32 TPC w/CRIBBING BOTH SIDES

2127 520222.38 634989.57 9.28 TPC w/CRIBBING BOTH SIDES

2128 520229.44 634993.61 9.23 TPC w/CRIBBING BOTH SIDES

2129 520218.42 634996.63 9.14 TPC w/CRIBBING BOTH SIDES

2130 520225.61 635000.55 9.02 TPC w/CRIBBING BOTH SIDES

2131 520214.67 635003.49 9.01 TPC w/CRIBBING BOTH SIDES

2132 520221.77 635007.73 8.91 TPC w/CRIBBING BOTH SIDES

2133 520217.67 635014.66 8.84 TPC w/CRIBBING BOTH SIDES

2134 520210.68 635010.63 8.9 TPC w/CRIBBING BOTH SIDES

2135 520206.84 635017.56 8.88 TPC w/CRIBBING BOTH SIDES

2136 520213.98 635021.65 8.7 TPC w/CRIBBING BOTH SIDES

2137 520209.98 635028.69 8.4 TPC w/CRIBBING BOTH SIDES

2138 520202.86 635024.44 8.55 TPC w/CRIBBING BOTH SIDES

2139 520199.31 635030.93 8.57 TPC w/CRIBBING BOTH SIDES

2140 520206.39 635034.96 8.57 TPC w/CRIBBING BOTH SIDES

2141 520205.12 635037.22 9.82 TPC

2142 520208.88 635008.22 5.49 MISCBL ST BASE OF ROCKS

2143 520200.81 635018.89 5.21 MISCBL

2144 520169.31 635010.63 4.82 MISCBL

2145 520171.63 634991.75 5.59 MISCBL ST BASE OF PILED ROCKS

2146 520187.06 634996.75 5.59 MISCBL

2147 520206.42 634997.58 6.14 MISCBL

2148 520211.82 634997.18 6.03 MISCBL

2149 520214.34 634986.35 6.57 MISCBL

2150 520227.05 634967.34 7.24 MISCBL

2151 520241.69 634941.87 8.88 MISCBL

2152 520258.74 634908.05 15.08 MISCBL

2153 520204.3 635040.59 2.75 MISCBL ST TOP OF ROCKS

2154 520195.18 635048.61 3.14 MISCBL TOP OF ROCKS

2155 520192.86 635053.34 3.25 MISCBL TOP OF ROCKS

2156 520189.51 635040.14 2.92 MISCBL TOP OF ROCKS

2157 520193.47 635036.23 2.99 MISCBL TOP OF ROCKS

2158 520199.37 635041.05 3.04 MISCBL TOP OF ROCKS

2159 520199.76 635033.83 2.66 MISCBL TOP OF ROCKS

2160 520197.27 635029.97 6.89 SGGR TOP OF ROCKS

2161 520195.81 635035.97 6.62 SGGR TOP OF ROCKS

2162 520199.8 635039.59 5.63 SGGR TOP OF ROCKS

2163 520187.4 635040.24 6.55 SGGR TOP OF ROCKS

2164 520190.03 635045.77 6.01 SGGR TOP OF ROCKS

2165 520190.12 635053.33 6.51 SGGR TOP OF ROCKS

2166 520199.13 635054.46 6.64 SGGR TOP OF ROCKS

2167 520201.94 635045.63 6.7 SGGR TOP OF ROCKS

2168 520207.5 635038.12 6.12 SGGR TOP OF ROCKS

2169 520216.59 635020.35 6.26 SGGR TOP OF ROCKS

2170 520226.13 635002.66 6.14 SGGR TOP OF ROCKS

2171 520238.77 634979.18 6.54 SGGR TOP OF ROCKS

2172 520245.92 634965.87 7.52 SGGR TOP OF ROCKS

2173 520245.31 634975.51 6.67 SGGR TOP OF ROCKS

2174 520235.26 634999.64 6.2 SGGR TOP OF ROCKS

2175 520223.87 635023.35 5.66 SGGR TOP OF ROCKS

2176 520217.45 635044.79 5.88 SGGR TOP OF ROCKS

2177 520215.76 635053.52 5.91 SGGR TOP OF ROCKS

2178 520206.86 635060.37 5.96 SGGR TOP OF ROCKS

2179 520198.75 635063.85 5.12 SGGR TOP OF ROCKS

2180 520182.95 635058.46 6.26 SGGR TOP OF ROCKS

2181 520173.65 635047.53 6.83 SGGR TOP OF ROCKS

2182 520494.12 634923.69 14.74 FFELV BOTTOM OF FF DECK

2183 520471.78 634931.54 14.32 BLDGF ST

2184 520491.43 634936.24 13.36 BLDGF

2185 520505.29 634877.58 17.23 BLDGF

2186 520514.84 634879.82 13.39 BLDGF

2187 520522.94 634845.29 13 BLDGF

2188 520510.25 634878.76 13.56 METFEN ST

2189 520502.28 634911.01 13.62 METFEN

2190 520543.79 634919.88 13.88 METFEN

2191 520546.62 634907.52 13.79 METFEN

2192 520537.27 634895.17 13.66 METFEN

2193 520507.93 634887.73 13.55 METFEN

2194 520567.18 634925.33 14.04 PPLOT ST

2195 520544.29 634919.91 13.87 PPLOT

2196 520524.82 634915.39 13.78 PPLOT

2197 520502.53 634910.67 13.74 PPLOT

2198 520510.28 634878.77 13.54 PPLOT

2199 520543.68 634920.18 13.77 METFEN ST

2200 520537.53 634947.13 13.82 METFEN

2201 520533.94 634946.29 13.68 METFEN

2202 520530.28 634966.98 13.39 METFEN

2203 520522.92 635006.95 12.48 METFEN

2204 520522 635011.47 10.2 METFEN DNC

2205 520529.35 634976.2 14.86 GATE DNC ELEC POST

2206 520530.86 634966.53 15.09 GATE DNC ELEC POST

2207 520502.18 634911.08 13.67 METFEN ST

2208 520496.08 634936.64 13.48 METFEN

2209 520491.85 634935.76 13.3 METFEN

2210 520491.58 634936.64 13.44 GATE POST

2211 520487.4 634952.6 13.52 GATE POST

2212 520487.09 634953.11 13.61 METFEN ST

2213 520486.82 634954.79 13.26 METFEN

2214 520489.84 634955.63 13.28 METFEN

2215 520480.92 634994.52 12.39 METFEN

2216 520479.56 634999.05 9.62 METFEN DNC

2217 520481.28 634994.65 12.44 METFEN ST

2218 520522.46 635006.67 12.48 METFEN

2219 520498.55 634994.11 12.67 POOL ST

2220 520501.08 634982.75 12.72 POOL

2221 520489.84 634980.09 12.74 POOL

2222 520487.22 634991.42 12.72 POOL CL

2223 520483.21 634990.15 12.54 BLKHD ST

2224 520482.33 634994.23 12.52 BLKHD

2225 520507.82 635001.59 12.55 BLKHD

2226 520505.57 635000.43 12.63 TPC

2227 520528.07 635007.21 12.35 TPC

2228 520534.5 635008.91 12.26 TPC

2229 520540.35 635010.71 12.3 TPC

2230 520537.43 635010.34 12.46 BLKHD

2231 520551.06 635014.23 12.48 BLKHD

2232 520550.69 635015.73 12.48 BLKHD ST

2233 520528.91 635009.47 12.49 BLKHD

2234 520480.17 634995.24 12.43 BLKHD

2235 520482.18 634986.97 12.5 BLKHD

2236 520467.46 635008.04 7.19 MISCBL ST BASE OF ROCKS

2237 520465.19 635022.16 4.85 MISCBL

2238 520484.66 635033.86 3.36 MISCBL ST BASE OF ROCKS

2239 520485.77 635022.24 4.51 MISCBL

2240 520493.8 635024.87 4.8 MISCBL

2241 520505.63 635018.19 6.16 MISCBL

2242 520520.73 635015.56 5.63 MISCBL

2243 520550.3 635025.25 5.26 MISCBL

2244 520548.95 635025.66 7.61 TPC

2245 520544 635022.69 5.93 TPC

2246 520540.78 635022.03 5.94 TPC

2247 520532.77 635019.58 8.3 TPC

2248 520526.38 635017.69 6.29 TPC

2249 520524.18 635016.78 6.6 TPC

2250 520520.76 635015.48 6.29 TPC

2251 520514.6 635014.16 8.25 TPC

2252 520508.52 635012.34 8.21 TPC

2253 520503.23 635010.97 8.28 TPC

2254 520497.42 635008.87 8.16 TPC

2255 520522.27 635017.3 11.38 POST .4x.6 WOOD

2256 520526.2 635018.57 11.34 POST .4x.6 WOOD

2257 520547.57 635022.57 8.52 SGGR TOP OF ROCKS

2258 520527.03 635015.12 8.6 SGGR TOP OF ROCKS

2259 520500.42 635005.2 8.49 SGGR TOP OF ROCKS

2260 520476.7 635003.89 9.29 SGGR TOP OF ROCKS

2261 520480.83 635023.42 5.42 SGGR TOP OF ROCKS

2262 520466.63 635021.73 6.17 SGGR TOP OF ROCKS

2263 520470.48 635010.31 8.22 SGGR TOP OF ROCKS

2264 520559.82 634979.57 12.1 METFEN ST 6'h CL

2265 520549.71 635014.5 12.45 METFEN

2266 520561.16 634979.71 12.46 WALL ST 1'w

2267 520559.24 634979.13 12.27 WALL

2268 520567.45 634950.78 14.29 WALL

2269 520561.38 634948.96 13.94 WALL

2270 520571.12 634909.07 13.62 WALL

2271 520571.94 634906.03 14.91 WALL

2272 520592.41 634789.96 12.38 DI ST

2273 520593.48 634786.06 12.37 DI

2274 520591.37 634785.52 12.37 DI

2275 520590.31 634789.45 12.41 DI CL

2276 520591.38 634789.71 10.75 PINV ST 6" DRAIN

2277 520535.37 635011.44 9.35 PINV 6" PVC

2278 520577.73 634812.78 12.34 DI ST

2279 520578.78 634808.94 12.34 DI

2280 520576.75 634808.31 12.37 DI

2281 520575.65 634812.19 12.35 DI CL

2282 520576.69 634812.49 10.72 PINV ST

2283 520575.39 634818.06 12.43 PINV DIR

2284 520581.24 634826.76 12.44 PINV DIR

2285 523389.85 635782.38 ‐1.27 MISCBL ST B/ROCKS

2286 523371.46 635782.82 ‐2.65 MISCBL

2287 523345 635773.85 ‐2.08 MISCBL

2288 523318.83 635768.09 ‐2.61 MISCBL

2289 523301.39 635764.74 ‐2.82 MISCBL

2290 523334.6 635751.12 9.2 PINV 15" HDPE

2291 523309.29 635745.53 12.21 MISCPT DNC T/ROCKS

2292 523331.75 635750.11 10.64 MISCPT DNC T/ROCKS

2293 523335.71 635751.81 3.65 MISCPT DNC T/ROCKS

2294 523345.3 635753.37 4.62 MISCPT DNC T/ROCKS

2295 523348.06 635754.9 10.51 MISCPT DNC T/ROCKS

2296 523356.09 635756.27 11.03 MISCPT DNC T/ROCKS

2297 523356.91 635754.8 12.24 BLKHD ST

2298 523324.75 635748.26 12.24 BLKHD

2299 523328.13 635713.43 14.29 WODFEN ST

2300 523326.5 635715.31 14.39 MONU YORKANIS & WHITE HAZLET NJ

2301 523327.5 635721.53 13.92 WODFEN

2302 523325.22 635746.22 11.63 WODFEN

2303 523354.16 635752.21 12.26 WODFEN

2304 523334.75 635696.77 18.14 DECK ST

2305 523614.08 635758.07 18.21 DECK

2306 523658.88 635812.84 12.15 WODFEN ST

2307 523605.79 635802.96 12.5 WODFEN

2308 523560.64 635794.52 12.71 WODFEN GATE

2309 523556.17 635793.65 12.77 WODFEN GATE

2310 523530.64 635788.76 12.48 WODFEN

2311 523534.06 635791.93 12.61 CONC ST TOP(POURED OVER ROCKS)

2312 523535.13 635803.82 11.05 CONC TOP

2313 523545.61 635810.38 10.84 CONC TOP

2314 523549.85 635821.59 10.5 CONC TOP

2315 523561.63 635824.46 10.17 CONC ST TOP

2316 523563.18 635819 9.97 CONC TOP

2317 523567.09 635813.82 9.96 CONC TOP

2318 523566.09 635803.01 12.12 CONC TOP

2319 523570.42 635798.73 12.24 CONC TOP

2320 523592.8 635802.66 12.26 BLKHD ST

2321 523616.16 635807.43 12.83 MISCPT DNC T/ROCKS

2322 523616.38 635807.07 12.26 BLKHD

2323 523656.37 635814.18 12.26 BLKHD

2324 523655.93 635814.6 13.02 MISCPT DNC T/ROCKS

2325 523651.73 635821.43 9.66 MISCPT DNC T/ROCKS

2326 523641.43 635820.96 9.37 MISCPT DNC T/ROCKS

2327 523622.22 635815.99 7.94 MISCPT DNC T/ROCKS

2328 523615.56 635814.74 8.77 MISCPT DNC T/ROCKS

2329 523609.64 635812.69 11.23 MISCPT DNC T/ROCKS

2330 523616.74 635816.22 7.92 MISCBL ST OLD 12" PILES(2' B/W)

2331 523658.92 635824.58 8.44 MISCBL

2332 523623.65 635808.31 9.37 PINV 15" HDPE

2333 523623.45 635808.64 9.26 CONC ST CL 2'WIDEX8"DEEP FLUME

2334 523623.24 635809.54 9.28 CONC

2335 523639.54 635812.51 9 CONC

2336 523652.57 635815 8.71 CONC

2337 523560.59 635794.56 17.1 GATE POST

2338 523595.78 635801.29 17.21 POST FENCE

2339 523520.74 635786.98 17.24 POST FENCE

2340 522232.06 635485.12 7.31 PINV 8" DI

2341 522247.66 635523.47 2.21 SGGR

2342 522231.33 635520.18 2.11 SGGR

2343 522207.36 635512.52 2.32 SGGR

2344 522206.85 635487.82 5.09 MISCBL ST BOT.ROCKS

2345 522222.17 635491.17 4.85 MISCBL

2346 522233.67 635493.84 3.61 MISCBL

2347 522253.53 635499.99 5.14 MISCBL

2348 522259.03 635493.86 7.3 ROCK TOP

2349 522238.39 635489.47 6.44 ROCK TOP

2350 522229.71 635486.62 6.93 ROCK TOP

2351 522217.08 635482.8 8.24 ROCK TOP

2352 522256.57 635506.07 6.9 TPC

2353 522259.97 635506.77 6.26 TPC

2354 522262.94 635507.78 5.43 TPC

2355 522265.5 635508.42 5.08 TPC

2356 522251.08 635534.41 7.99 TPC

2357 522289.01 635499.75 12.18 BLKHD ST

2358 522289.12 635498.01 12.33 METFEN ST CL

2359 522267.81 635492.73 12.27 METFEN

2360 522267.75 635494.18 12.15 BLKHD

2361 522232.18 635484.79 12.13 BLKHD

2362 522230.36 635482.4 12.04 METFEN

2363 522215.4 635480.35 12.16 BLKHD

2364 521551.63 635330.47 6.48 SGGR

2365 521529.12 635325.95 5.89 SGGR

2366 521516.94 635322.69 6.33 SGGR

2367 521512 635328.07 6.32 MISCBL BOTTOM OF ROCKS

2368 521519.4 635313.57 6.7 MISCBL ST BOTTOM OF ROCKS

2369…