5YOSE_158675B_VOL_1_Specs.pdf

YOSEMITE NATIONAL PARK

YOSE

PMIS No. 158675B

REHABILITATE EL PORTAL SANITARY

SEWER TO PREVENT RAW SEWAGE SPILLS

PHASE 2

PROJECT SPECIFICATIONS

(VOLUME 1 OF 2)

May 2, 2017 Revised October 25, 2017

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

YOSE – 158675B BID SCHEDULE NARRATIVE - 1

CONTRACT BID SCHEDULE NARRATIVE

REHABILITATE EL PORTAL SANITARY SEWER

TO PREVENT RAW SEWAGE SPILLS – PHASE 2

Submit bid for all items; failure to do so may render the bid non-responsive. On lump sum bid items, provide total price only; on unit price bid items, provide the unit price and the extended amount of bid. If no bid item exists for a portion of the work, include the cost in a related bid item. In case of error in extension of prices, unit price governs. In case of error in summation, the total of the corrected bid amount governs.

Price award will be made based upon the following equations. The equation that is used will be at the Government’s discretion.

Equation 1: Base Price plus Bid Options A, B1 & B2, and C1 & C2 Equation 2: Base Price plus Bid Options A, and B1 & B2 Equation 3: Base Price plus Bid Options A, and C1 & C2 Equation 4: Base Price plus Bid Option A Equation 5: Base Price

Project Contract Divisions

Base Price: Contract Line Items 1 through 4

Bid Option A: Contract Line Item 5

Bid Option B1: Contract Line Item 6 Bid Option B2: Contract Line Item 7

Bid Option C1: Contract Line Item 8 Bid Option C1: Contract Line Item 9

YOSE – 158675B BID SCHEDULE - 1

CONTRACT LINE

ITEM NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

Old El Portal Sewer and Erosion Control

Improvements 1 Lump Sum

2 Trailer Court Sewer Improvements 1 Lump Sum

3 Rancheria Flat Sewer Improvements 1 Lump Sum

Rock Excavation (Old El Portal, Trailer

Court, Rancheria Flat, and the

Wastewater Treatment Plant Entrance

Sewer)

1,000 Each - CY

BID OPTION A, Waste Water Treatment

Plant Entrance Sewer Improvements 1 Lump Sum

BID OPTION B1 5638 Foresta Road Lift

Station and Overflow Storage (Old El

Portal)

1 Lump Sum

BID OPTION B2 Electrical Service for 5638

Foresta Road Lift Station by Utility

Company (Old El Portal)

1 Lump Sum $25,000.00

BID OPTION C1, Sanitary Sewer Lift

Station and Overflow Storage (Trailer

Court)

1 Lump Sum

BID OPTION C2, Electrical Service for

Trailer Court Lift Station by Utility

Company (Trailer Court)

1 Lump Sum $50,000.00

$0.00

$0.00

$0.00

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: 158675B

DEVELOPED AREA: EL PORTAL

PROJECT TITLE: REHABILITATE EL PORTAL SANITARY SEWER TO PREVENT RAW SEWAGE SPILLS - PHASE 2

Al l measurement and payment information is included in the project speci fications , Section 012700.

Notice: Refer to FAR Clause 52.217-5, Evaluation of Options, as prescribed in FAR 17. Offerors are required to submit, a minimum, an offer that conforms to the solicitation documents with pricing for Base line items and all option line items. Failure to do so may render the proposal unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the extended total price. If no specific l ine item exists for a portion of the work, include the costs in a related item. In case of error in calculation of extended prices, the unit price governs. In case of error in summation, the total of the corrected amounts govern. Round totals and extended prices to whole dollars. The Government reserves the right to award any or no options at or after the time of award. At the option of the Government, the period for exercise of options at the proposed prices shall extend 180 calendar days from the date of award. Pricing will be evaluated based on what is determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed in the judgment of the Contracting Officer to offer the best value to the Government.

TOTAL BASE PRICE (Contract Line Item Numbers 1-4,) ---------------------------

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 5, 6, 7, 8, and 9) ------------

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 9) -----------

VOLUME 1

YOSE – 158675B TOC - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS PAGES

01 11 00 Summary of Work

Attachment to 01 11 00 – El Portal Soil Borings & Analysis

Attachment to 01 11 00 – Service Lateral Surface Features Video Logs for Rancheria Flat and Old El Portal

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management & Coordination

01 32 16 Construction Schedule

01 33 23 Submittal Procedures

Attachment to 01 33 23 – Submittal List & Closeout Requirements

01 35 23 Safety Requirements

01 35 50 Archeological, Natural, Cultural, & Physical Resources Protection

01 40 00 Quality Requirements

Attachment to 01 40 00 – Statement of Structural Tests & Special Inspections (STSI)

01 42 00 References

01 50 00 Temporary Facilities & Controls

Attachment to 01 50 00 – Safety Policy, Yosemite National Park

Attachment to 01 50 00 – Temporary Water Service Application and Policy

Attachment to 01 50 00 – Reclaimed Water Management Standards

Attachment to 01 50 00 – Outline Spill Prevention and Response Plan

01 55 26 Construction Traffic Control

Attachment to 01 55 26

“Caltrans Standard Specifications, 2010 or Current Edition”

01 57 19.12 Noise & Acoustics Management

01 57 23 Temporary Storm Water Pollution Prevention

01 67 00 Product Requirements

01 73 29 Cutting & Patching

01 73 40 Execution

01 74 19 Construction Waste Management & Disposal

01 77 00 Closeout Procedures

01 78 23 Operation & Maintenance Data

01 79 00 Demonstration & Training

DIVISION 01

GENERAL REQUIREMENTS

YOSE – 158675B 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Contractor use of premises.

3. Public use of site.

4. Work Restrictions.

5. Special Construction Requirements.

6. Soils Investigation Report.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Yosemite National Park. The project is located outside of the National Park

Service boundary for Yosemite National Park along CA Highway 140 in the town of El Portal, California. The project is located approximately sixty-six (66) miles north east of the city of

Merced via CA Highway 140.

B. The Work consists of the following:

1. The Work includes sewer piping replacement, rehabilitation, and repair (Open cut trench replacement; cured in place pipe lining; pipe bursting; horizontal directional drill).

Manhole rehabilitation, replacement and repair; sewer manhole repair including epoxy lining of all existing manholes and factory or field applied epoxy lining of all new manholes; removal and replacement of one complete lift station and controls with new package lift station with emergency overflow storage capacity (wet well - storage tank made of HDPE); one lift station pump and controls upgrade with addition of emergency overflow storage precast concrete vault (Wet well to be epoxy lined. Precast concrete vault to be factory or field lined with epoxy). Erosion mitigation in the Old El Portal area with curb and gutter installation to direct flows to concentrated drainage areas.

Waste water treatment plant entrance sewer upgrade with the realignment of the fifteen

(15) inch trunk main and new manhole structures to include flow paced flow measurement and effluent sampling equipment (Existing alignment to be kept active as temporary sewer bypass). Installation of level sensor in night soil stack vault. Includes realignment of (12) inch waterline main around new sewer improvements.

C. Project will be constructed under a single prime contract.

YOSE – 158675B 01 11 00 - 2

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the Contract limits indicated on Drawings. Staging locations are also indicated on the Drawings. Do not disturb portions of Project site beyond areas in which the

Work is indicated. Contractor shall restore all disturbed surfaces, features, drainage patterns, roadside ditches, trails, etc. to pre-construction conditions. Limit site disturbance, including earthwork and clearing of vegetation, to forty (40) feet beyond building perimeter; ten (10) feet beyond surface walkways, patios, surface parking, and utilities less than twelve (12) inches in diameter; fifteen (15) feet beyond primary roadway curbs and main utility branch trenches; and twenty-five (25) feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

1. Equipment such as track hoes may be allowed on asphalt surfaces if approved by the

Contracting Officer. All damage to roads, curbing, sidewalks, etc. shall be restored to pre-construction conditions by Contractor at no additional cost to the Government. The

Contractor will photograph and/or videotape pre-construction condition with particular attention to historic stone paving and curbs.

2. The use of heavy equipment will not be allowed in designated wetlands, hand tools only.

All equipment used in wetlands areas shall be placed on mats to minimize soil and plant root disturbance.

3. The Contractor shall at all times conduct his operations to ensure the least inconvenience to the public. Traffic wait times of a maximum of thirty (30) minutes will be permitted when required, upon specific approval from the Contracting Officer. Road access to buildings must remain open at all times; all other internal roads may only be interrupted between the hours of 6:00 PM and 6:00 AM with forty-eight (48) hour previous notice and approval.

B. Storage of Materials: Confine storage of materials to pre-approved areas identified as staging areas and other adjacent salvage storage areas as directed by the Contracting Officer.

Contractor shall return all storage areas to the same condition which they found them at the start of construction.

C. Preservation of Natural Features (General):

1. The following information is provided as a work summary only. For complete specifications for preservation of natural features see Specification 01 35 50, “Archeological, Natural, Cultural & Physical Resources Protection.”

a. All equipment shall be power washed and inspected before entering the Park or El

Portal to ensure it is free of non-native weeds and/or seeds. In addition sources of imported rock, sand, gravel, and soil shall be inspected for invasive non-native plants, weeds and/or seeds. The Contractor shall submit a list of proposed sources, end use and temporary storage requirements for imported material, thirty (30) business days prior to delivery. Imported material shall be free of non-native weeds and/or seeds. Imported material shall be shipped directly from the source to the Park without intermediary storage or staging. Shipping vessels shall be covered to prevent spillage or blowing of their contents while in transit.

YOSE – 158675B 01 11 00 - 3

b. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

c. Major roots (greater than four inches in diameter) that are encountered during excavation and trenching shall be left in place (no cutting permitted), and covered with wet burlap to prevent sunscald if exposed. Protect roots that have been exposed by demolition of foundations or utilities and immediately cover with backfill. If within the critical root zone, excavate with hand tools.

d. Provide temporary barriers to protect existing trees and plants and root zones.

e. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

f. Do not fasten ropes, cables, or guys to existing trees.

g. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

h. Forest duff/litter shall be carefully collected prior to cut/fill to be used as slope stabilization on slopes of 3:1 or greater; top soil shall be collected from cut/fill to be used as slope stabilization on slopes less than 3:1.

D. Driveways and Entrances: Keep driveways, access roads and entrances serving premises clear and available to Government, Government's employees, homeowners, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

E. Construction Camp: Establishment of a camp within the park will not be permitted.

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park

Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1. Access is also available from the Big Oak Flat Entrance along State Route 120 closer to

Sacramento. Vehicles longer than forty-five (45) feet must enter through the Big Oak Flat Entrance along State Route 120. Vehicles over forty-five (45) feet in length travelling on State Route 140 are prohibited from crossing the one way controlled bridge located twenty (20) miles east of

Mariposa (Mariposa County) twenty-four (24) hours a day seven (7) days a week. No Vehicles

Over forty-five (45) feet Long Are Permitted. Vehicles may be subject to height restrictions along

State Route 120 and State Route 140. Tunnel height restrictions need to be considered for equipment coming from the Park entrance on highway 120 from Stanislaus. It is the Contractor’s responsibility to obtain this information and comply with all rules and regulations for vehicular traffic to and from the project site.

YOSE – 158675B 01 11 00 - 4

G. Hantavirus Risk: Infection with Hantavirus can progress to Hantavirus Pulmonary Syndrome

(HPS), which can be fatal. Several Hantaviruses that are pathogenic to humans have been identified in the United States, including Yosemite National Park (see Yosemite National Park

Directive #9: Hantavirus Risk Reduction Program). The Contractor must protect their employees from the hazards associated with Hantavirus exposure. Upon undertaking any work, the Contractor must become fully informed of all hazards associated with hantavirus exposure and must provide all protective measures necessary to avoid illness associated with hantavirus exposure. The Contractor’s Accident Prevention Plan (See Section 01 35 23 – Safety

Requirements) must provide measures to be undertaken by the Contractor to provide work conditions necessary to prevent illness associated with Hantavirus exposure.

1.4 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public. Road closures will be permitted, when required, upon specific approval of Contracting

Officer for a maximum of twenty-four (24) hours.

1.5 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings

1. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with

Government during construction operations to minimize conflicts and facilitate

Government usage. Perform the Work so as not to interfere with Government’s operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer (CO).

B. New Buildings (Not Used)

1.6 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests forty-eight (48) hours or two business days, whichever is greater, in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

YOSE – 158675B 01 11 00 - 5

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 9:00 AM to 5:30 PM, Monday through Friday, except when otherwise indicated. Quiet activities such as construction meetings or preparatory work may occur in the staging and field office areas outside the 9:00 AM to 5:30 PM time period.

1. If weekend, evening, or early morning hours are needed to complete project on schedule, Contractor shall obtain approval for hours proposed from Contracting Officer.

2. Hours for any rock excavation involving drilling, blasting and/or rock hammer operations or other noisy activities: 9:00 AM to 5:30 PM, Monday through Friday.

B. Archeological and Cultural Discovery Restriction

1. Contractor shall stop work and immediately notify Contracting Officer upon discovery of archeological or cultural objects and artifacts. See specification 01 35 50.

C. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities.

Contractor is responsible for performing utility mark out prior to any ground disturbance activities. Contractor shall include the use of ground penetrating radar where they feel appropriate. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract. If damage occurs, repair utility at no additional expense to the Government.

D. Existing Utility Interruptions: Sewer bypass operations (or other accepted method to provide uninterrupted sewer service) during all work is a project requirement. Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than fourteen (14) business days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Duration for Unavoidable Utility Shutdowns to individual utility services: Not to exceed eight (8) hours.

E. Nonsmoking Building: Smoking is not permitted within the building or within twenty-five

(25) feet of entrances, operable windows, or outdoor air intakes.

YOSE – 158675B 01 11 00 - 6

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

A. Contractor shall complete pre-construction walk-through with the Contracting Officer

Representative to verify all sewer line alignments.

B. Contractor shall be responsible for all fees, inspection, and coordination associated with electrical power service; see definition of contract line items number 11 and 21 for PG&E related work.

C. State of California SWPPP: Contractor is required to provide a Qualified SWPPP Developer

(QSD) and Qualified SWPPP Practitioner (QSP) to include submitting SWPPP permit documents to the NPS. NPS will review and upon approval will pull permit; contractor is required to pay permit fee(s). Typically it takes up to thirty (30) business days for approving agency to receive and approve SWPPP document and issuance of a permit; contractor to plan work schedule accordingly. Project anticipated level of SWPPP permit II with contractor’s schedule working through wet season (November thru April) will require permit Level II.

D. Construction Traffic Control Plan: Contractor is required to prepare and provide a construction traffic control plan to include submitting plan to the NPS and California Department of

Transportation for review and permit approval; contractor is required to pay permit fee(s).

E. Sewer Bypass Plan: Contractor is required to prepare and provide a construction sewer bypass plan to include submitting plan to the NPS and State Water Resource Control Board for review and permit approval; contractor is required to pay permit fee(s). Refer to the Sewer Bypass

Concept Plans (BP sheets) for general information when preparing the Contractor’s actual sewer bypass plan. Address methods to provide emergency storage for sewer mains and service laterals that are subject to bypass pumping or vacuum collection. Accommodate the full range of sewer flow rates, including no flow. The contractor shall provide 24-hour monitoring when bypass pumping or on-line storage is being utilized.

F. Spill Prevention and Response Plan: Contractor is required to prepare and provide a spill prevention and response plan to include submitting plan to the NPS and State Water Resource

Control Board for review and permit approval; contractor is required to pay permit fee(s). An outline for spill prevention and response plan is included at the end of Section 01 50 00

Temporary Facility and Controls as an attachment for contractor’s use in preparation of a spill prevention and response plan.

G. Prior to starting sewer service lateral replacement, the Contractor shall photo document pre-construction conditions. The Contractor shall perform complete surface restoration (e.g.

asphalt, gravel, concrete, lawn, native vegetation, xeriscape, gardens, etc.) to pre-construction conditions. Upon NPS approval, the Contractor may utilize pipe burst or horizontal drill methods to minimize surface disturbance and restoration. The contractor shall also remove and reset, protect in place, replace in kind, or otherwise restore all existing property improvements or accessories (e.g. fences, landscape walls, swing sets, outdoor furniture, sheds, patios, etc.).

YOSE – 158675B 01 11 00 - 7

H. The closest practical location for connecting new service laterals to existing laterals near each building shall be evaluated jointly with the Contractor, park staff, and NPS Construction

Management Representative. It is not a requirement to construct the new service lateral beyond a point where patios, landscape walls, porches, mechanical units, etc., impede construction near the building. The Contractor shall expose and cut the existing service lateral at the location jointly determined and inspect the existing lateral using video methods (equipment supplied by the Contractor) to the building’s edge. The Contractor shall repair or replace this segment of existing service lateral if it is in poor condition as defined by the National Association of Sewer

Service Companies (NASSCO) Pipeline Assessment Certification Program (PACP).

I. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management & Coordination” for requirements on using the Project Website.

1.9 SOILS INVESTIGATION REPORT – PETROCHEMICAL AND BORING LOGS

A. A soils investigation letter and report entitled “El Portal Sewer Realignment Soils Boring and

Analysis” has been prepared by Provost and Pritchard Consulting Group for Holladay

Engineering Company as part of the phase 1 improvements. Information contained in this report lies outside the phase 2 construction boundaries yet may be found useful as general information.

B. A copy of the letter and report is attached at the end of this section.

C. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION

ATTACHMENT TO 01 11 00 – EL PORTAL SOIL BORINGS & ANALYSIS

(FOR INFORMATIONAL PURPOSES ONLY)

EST. 1968

PROVOST&

PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

November 19, 2014

D. Barton (Bart) Brooke, PE Holladay Engineering Co.

32 N Main Street PO Box 235 Payette, ID 83661

Re: El Portal Sewer Realignment Soil Borings and Analysis

Dear Mr. Brooke:

2505 Alluvial Avenue

Clovis, CA 93611-9166

Tel: (559)326-1100

Fax 559)326-1090 www.ppeng.com

On Monday October 27, 2014 and Tuesday October 28, 2014, soil borings were taken in 13 locations, excluding multiple tries at one boring location. The intent of the borings was to document the depth to bed rock or refusal due to difficult drilling that might affect the depth of burial of the proposed new sewer lines. Boring logs indicating the depth achieved at each location, and map showing surveyed locations attached.

Three soil samples were submitted for analysis for Total Petroleum Hydrocarbons gasoline and diesel and BTEX (Benzene, Toluene, Ethylbenzene, and Xylene) either due to the boring location or a slight odor. Samples (SB-1, SB-1 B and SB-9) had minimal detections of gasoline and BTEX. Based on our experience and knowledge of the site conditions we believe that these detections are residual gasoline from small surface spills or present from the previous UST removal and upgrade.

In SB-1 B Diesel was detected at 220 mg/kg. Although the laboratory noted the compounds detected were heavier than Diesel fuel. It is our experience that these detections are likely residual asphaltic compounds that leach into soil below asphaltic pavements. Most counties consider the presence of Diesel to be a concern when detections exceed 1,000 mg/kg.

Based on these laboratory results we believe that the detections of gasoline and Diesel fuel do not pose a significant risk and likely residual concentrations from small spills or asphaltic pavements. If during construction, staining or obvious evidence of gasoline or Diesel fuel are observed, P&P staff should be notified to collect samples or make appropriate recommendations.

If you have any questions, please do not hesitate to contact Dave or Stephanie.

Respectfully, Environmental Specialist

Principal Envi��e�tal Specialist

Enclosures: Boring Logs, Map and Soil Analytical Results

G:\Clients\Holladay Engineering-2296\229614C1-EI Portal Soil Assess\_DOCS\Reports\Memo to Holladay Eng\2014-1113 Ltr Rpt to DB Brooke.doc

Engineering • Surveying • Planning • Environmental • GIS • Construction Services • Hydrogeology • Consulting

Fresno • Bakersfield • Visalia • Clovis • Modesto • Los Banos • Chico

BORE

ELE-1906.95"

= 1903.53'

ORE 1A

ELE-1881.41'

ORE 1

El.£=1879.50'

4 FL= 1911.65'

BORE 5

B..£=1903.15'

ELE-1904.25'

EST 1968

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CONSULTING GROUP

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Project: El Portal Soil Assess.

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Materials Description

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Page 1 of�

Date: 10/28/2014

- - - - - - - - - - - ----1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

(On Service Road)

Refusal at 2 feet

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Job No. 2296-14C1

Page 1 of�

Date: 10/28/2014

Project: El Portal Soil Assess.

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

(On Service Road, near refueling station)

Ref usa I at 1.5 feet

Odd smell, soil sample taken

84 feet from building corner by AST, 70 feet from building corner by refueling station

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Job No. 2296-14C1

Page 1 of�

Date: 10/28/2014

- - - - - - - - - - - - ---1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy ________ ._._ ____ _J

Drilling Equipment: CME-45

Materials Description

(Edge of Service Road)

Refusal at 1 feet

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Job No. 2296-14C1

Page 1 of�

Date: 10/28/2014

Project: El Portal Soil Assess.

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

46 feet along road from Boring #2, 22 feet from tree to the left.

Stopped at 7 feet. Driller felt debris 3 feet

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- - - - - - - - - - - ----1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy _______ __-__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

Notes

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

QJ

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Boring #4

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

- - - - - - - - - - - - ---1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy ----------------_J

Drilling Equipment: CME-45

Materials Description

Notes

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CONSUL TING GROUP

An Employee Owned Company

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Boring Log

Boring #5

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

- - - - - - - - - - - ----1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

Refusal at 2 feet (Shoulder of road) Try#2, Refusal at 1.5 feet Try #3, Refusal at 2 feet

Notes

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

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Boring Log

Boring #6

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

- - - - - - - - - - - - ---1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy ________ ._._ ____ _J

Drilling Equipment: CME-45

Materials Description

In front of Nature Bridge

Refusal at 4 feet

Notes

C:

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

... i;::- C.

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Boring Log

Boring #7

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

Project: El Portal Soil Assess.

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

Gravelly Sand, large rocks/cobble

Refusal at 4 feet (in sholder of road)

Boring #7a (6 ft from from road)-Refusal at 6 ft

Notes

C:

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

... i;::- C.

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Boring Log

Boring #8

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

- - - - - - - - - - - ----1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

Notes

Refusal at 2 feet

C:

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C.

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

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Boring Log

Boring #9

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

Project: El Portal Soil Assess.

Logged by: S. Gillaspy _______ __.__-_ ___ __J

Drilling Equipment: CME-45

Materials Description

Parking lot near gas station, near existing sewer line

Hand auger to 2 feet, cobble rocks, silty sand fill

Refusal at 3 feet

Notes

C:

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C.

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PRITCHARD

CONSUL TING GROUP

An Employee Owned Company

... i;::- C.

QJ C.

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Boring Log

Boring #10

Job No. 2296-14C1

Page 1 of�

Date: 10/27/2014

- - - - - - - - - - - - ---1

Project: El Portal Soil Assess.

---------------1

Logged by: S. Gillaspy ________ ._._ ____ _J

Drilling Equipment: CME-45

Materials Description

Notes

Refusal at 3 feet

C:

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, mes

908 North Temperance Ave. v' Clovis, CA 9361 l v' Phone 559-275-2175 v' Fax 559-275-4422

NELAP Certification Number: 05233CA (HW)

State Certification Number: CA!3!2 (WW & DW)

November 17, 2014

Provost & Pritchard

2505 Alluvial A venue

Clovis, California 93611

Attn: Stephanie Gillaspy

Subject: Report of Data: Case 74785

Results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety.

Dear Ms. Gillaspy:

Three soil samples for project "2296-14Cl 001" were received on October 29, 2014, in good condition. Written results are being provided on this November 17, 2014, for the requested analysis. All holding times were met.

For the EPA 8015B TPH-Diesel analysis, the sample was extracted according to EPA

3510C.

For the EPA 8015B TPH-Gas analysis, the sample was purged and prepared according to

EPA 5035.

For the EPA 8260B analysis, the samples were extracted using purge and trap EPA method 5035.

No unusual problem or complication was encountered with this sample set.

If you have any questions or require further information, please contact us at your convenience. Thank you for choosing APPL, Inc.

1 74785 Gillaspy Clovis.doc

908 North Temperance Ave. V Clovis, CA 936 I I V Phone 559-275-2175 V Fax 559-275-4422

NELAP Certification Number: 05233CA (HW) State Certification Number: CAI 312 (WW & DW)

I certify that this data package is in compliance with the terms and conditions of the contract, both technically and for completeness, for other than the conditions detailed above. These test results meet all requirements of NELAC. Release of the hard copy has been authorized by the Laboratory Manager or her designee, as verified by the following signature.

Sharon Dehmlow, Laboratory Director APPL, Inc.

SD/ab Enclosure cc: File Number of pages in this report __

2 74785 Gillaspy Clovis.doc

TPH Diesel Soil EPA 8015B

Provost & Pritchard

2505 Alluvial Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Project: 2296-14C1 001

Sample ID: SB-9

Sample Collection Date: 10/27/2014

Method Analyte

EPA 8015B- DIESEL FUEL

EPA 8015B- SURROGATE: OCTACOSANE (S)

EPA 8015B- SURROGATE: ORTHO -TERPHENYL (S)

Result

15000T3M

90.8

POL

47-140

58- 128

++(T3M) The analyst has noted that the chromatogram of this sample is mainly higher boiling hydrocarbons.

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPLID: AZ06374

QCG: #TPHDS-141105B-191938

Units Extraction Date Analysis Date ug/kg 11/5/2014

% 11/5/2014

% 11/5/2014

11/11/2014

11/11/2014

11/11/2014

Quant Method: TPHD 707.M

Run #: 1110041

Instrument: Apollo

Sequence: 141110

Dilution Factor: 5

Initials: LA

Printed: 11/15/2014 1:49:25 PM

Form 1 - APPL Standard GC - No MC

TPH Diesel Soil EPA 80158

2505 Alluvial Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Project: 2296-14C1 001

Sample ID: SB-1

Sample Collection Date: 10/28/2014

Method Analyte

EPA 8015B- DIESEL FUEL

EPA 8015B- SURROGATE: OCTACOSANE (S)

EPA 8015B- SURROGATE: ORTHO-TERPHENYL (S)

Result

26000T 3M

POL

47-140

58-128

++(T3M) The analyst has noted that the chromatogram of this sample is mainly higher boiling hydrocarbons.

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPLID: AZ06375

QCG: #TPHDS-1411058-191938

Units Extraction Date Analysis Date ug/kg 11/5/2014

% 11/5/2014

% 11/5/2014

11/11/2014

11/11/2014

11/11/2014

Quant Method: TPHD 707.M

Run#: 1110042

Instrument: Apollo

Sequence: 141110

Dilution Factor: 1

Initials: LA

Printed: 11/15/2014 1:49:25 PM

2505 Alluvial Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Project: 2296-14C1 001

Sample ID: SB-1 B

Sample Collection Date: 10/28/14

Method Analyte

EPA 8015B- DIESEL FUEL

EPA 8015B- SURROGATE: OCTACOSANE (S)

EPA 8015B- SURROGATE: ORTHO-TERPHENYL (S)

#=Recovery (or RPD) is outside QC limits.

Result

220000T 3M

406 #

508 #

POL

47-140

58-128

++(T3M) The analyst has noted that the chromatogram of this sample is mainly higher boiling hydrocarbons.

AMENDED PAGE

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPLID: AZ06376

QCG: #TPHDS-1411058-191938

Units Extraction Date Analysis Date ug/kg 11 /05/14

% 11/05/14

% 11/05/14

11/11/14

11 /11 /14

11/11/14

Quant Method: TPHD 707.M Run #: 1110043

Instrument: Apollo Sequence: 141110

Dilution Factor: 5

Initials: LA

Printed: 11/18/14 11:02:27 AM

EPA 8260B GBTEX SOIL MEOH

Prov ost & Pritchar d

2505 A lluvial Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Pr oject: 2296-14C1 001

Sample ID: SB-9

Sample Collection Date: 10/27/14

Method Analyte

EPA 82608 BENZENE

EPA 82608 ETHYLBENZENE

EPA 82608 GASOLINE

EPA 82608 TOLUENE

EPA 82608 XYLENES (TOTAL)

EPA 82608 SURROGATE: 1,2-DICHLOROETHANE-D4

EPA 82608 SURROGATE: 4-BROMOFLUOROBENZEN

EPA 82608 SURROGATE: DIBROMOFLUOROMETHA

EPA 82608 SURROGATE: TOLUENE-DB (S)

Result PQL

Not detected 0.0050 Not detected 0.0050

0.82 0.5000 Not detected 0.0050 Not detected 0.0050

83.5 59-120

97.4 75-120

83.1 74-122 108 85-115

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPL ID: AZ06374

QCG: #GBTEX-141110AM-1917

Units Extraction Date Analysis Date mg/kg mg/kg mg/kg mg/kg mg/kg

11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14

Quant Method: MALLW.M Run#: 1110M26

Instrument: MAX Sequence: M141103

Dilution Factor: 25 Initials: SV

Printed: 11/11/14 2:37:04 PM

2505 A lluvial Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Project: 2296-14C1 001

Sample ID: SB-1

Sample Collection Date: 10/28/14

Method Analyte

EPA 82608 BENZENE

EPA 82608 ETHYLBENZENE

EPA 82608 GASOLINE

EPA 82608 TOLUENE

EPA 8260B XYLENES (TOTAL)

EPA 82608 SURROGATE: 1,2-DICHLOROETHANE-D4

EPA 82608 SURROGATE: 4-BROMOFLUOROBENZEN

EPA 82608 SURROGATE: DIBROMOFLUOROMETHA

EPA 82608 SURROGATE: TOLUENE-DB (S)

Result PQL

Not detected 0.0050 Not detected 0.0050 Not detected 0.5000 Not detected 0.0050 Not detected 0.0050

86.2 59-120

90.1 75-120

86.2 74-122 102 85-115

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPL ID: AZ06375

QCG: #GBTEX-141110AM-1917

Units Extraction Date Analysis Date mg/kg mg/kg mg/kg mg/kg mg/kg

11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14

Quant Method: MALLW.M Run#: 1110M27

Instrument: MAX Sequence: M141103

Dilution Factor: 25 Initials: SV

Printed: 11/11/14 2:37:04 PM

EPA 82608 GBTEX SOIL MEOH

2505 Alluvia l Ave.

Clovis, CA 93611

Attn: Stephanie Gillaspy

Project: 2296-14C1 001

Sample ID: SB-18

Sa mple Collection Date: 10/28/14

Method Analyte

EPA 8260B- BENZENE

EPA 8260B- ETHYLBENZENE

EPA 8260B- GASOLINE

EPA 8260B- TOLUENE

EPA 8260B- XYLENES (TOTAL)

EPA 8260B- SURROGATE: 1,2-DICHLOROETHANE-D4

EPA 8260B- SURROGATE: 4-BROMOFLUOROBENZEN

EPA 8260B- SURROGATE: DIBROMOFLUOROMETHAN

EPA 8260B- SURROGATE: TOLUENE-DB (S)

Result POL

Not detected 0.0050 Not detected 0.0050 Not detected 0.5000

0.0053 0.0050 Not detected 0.0050

83.4 59-120

87.3 75-120

82.4 74-122 102 85-115

AMENDED PAGE.

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

ARF: 74785

APPL ID: AZ06376

QCG: #GBTEX-141110AM-1917

Units Extraction Date Analysis Date mg/kg mg/kg mg/kg mg/kg mg/kg

11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11 /10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14 11/10/14

Quant Method: MALLW.M Run#: 1110M28

Instrument: MAX Sequence: M141103

Dilution Factor: 25 Initials: SV

Printed: 11/18114 11:02:27 AM

Method Blank

Blank Name/QCG: 1411 05S-06374-191938

Batch ID: #TPH DS-141105B

Sample Type Analyte

BLANK DIESEL FUEL

BLANK SURROGATE: OCTACOSANE (S)

BLANK SURROGATE: ORTHO-TERPHENYL (S)

Result

Not detected

98.4

97.0

POL

47-140

58-128

APPL Inc.

908 North Temperance Avenu

Clovis, CA 93611

Units Extraction Date Analysis Date ug/kg

11/5/2014

11/5/2014

11/5/2014

11/11/2014

11/11/2014

11/11/2014

Quant Method: TPHD707.M

Run#: 1110039

Instrument: Apollo

Sequence: 141110

Initials: LA

Printed: 11/15/2014 1:49:22 PM

Laboratory Control Spike Recovery

TPH Diesel Soil EPA 80158

APPL ID: 141105S-06374 LCS - 191938

Batch ID: #TPHDS-141105B

Compound Name

DIESEL FUEL

SURROGATE: OCTACOSANE (S)

SURROGATE: ORTHO-TERPHENYL (S)

Spike Level ug/kg

40000

SPK Result ug/kg

37400

SPK%

Recovery

93.5

92.3

Comments: ___ _____________________ _

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

Recovery

Limits

64-122

47-140

58-128

Primary

Quant Method :

Extraction Date :

Analysis Date

Instrument

Run:

Initials:

SPK

TPHD707.M

11/5/2014

11/11/2014

Apollo

1110040

LA

Printed: 11/15/2014 1:49:19 PM

APPL Standard LCS

Method Blank

Blank Name/QCG: 141110S-06374-191742

Batch ID: #GBTEX-14111 OAM

Sampl_e Type Analyte Result PQL

BLANK BENZENE Not detected 0.0050

BLANK ETHYLBENZENE Not detected 0.0050

BLANK GASOLINE Not detected 0.5000·

BLANK TOLUENE Not detected 0.0050

BLANK XYLENES (TOTAL) Not detected 0.0050

BLANK SURROGATE: 1,2-DICHLOROETHANE-04 (S) 107 59-120

BLANK SURROGATE: 4-BROMOFLUOROBENZENE (S) 106 75-120

BLANK SURROGATE: DIBROMOFLUOROMETHANE (S) 108 74-122

BLANK SURROGATE: TOLUENE-DB (S) 110 85-115

APPL Inc.

908 North Temperance Avenu

Clovis, CA 93611

Units Extraction Date Analysis Date mg/kg mg/kg mg/kg mg/kg mg/kg

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

11/10/14 11/10/14

Quant Method: MALLW.M Run#: 1110M15

Instrument: MAX Sequence: M141103

Initials: SV

Printed: 11/11/14 2:36:57 PM

Laboratory Control Spike Recovery.

EPA 82608 GBTEX SOIL MEOH

APPL ID: 1411105-06374 LCS - 191742

Batch ID: #GBTEX-141110AM

Compound Name

BENZENE

ETHYLBENZENE .

GASOLINE

TOLUENE

XYLENES (TOTAL)

SURROGATE: 1,2-DICHLOROETHANE

SURROGATE: 4-BROMOFLUOROBENZ

SURROGATE: DIBROMOFLUOROMETH

·. SURROGATE: TOLUENE-DB (S)

Spike Level mg/kg

0.250 0.250 0.300 0.250 0.750

0.015 0.0152 0.0157 0.0158

SPK Result mg/kg

0.216 0.231.

0.270 0.224 0.673

0.0174 0.0166 0.0176 0.0175

SPK%

Recovery

86.4 92.4 90.0 89.6 89.7

Comments: _______________________ _

APPL Inc.

908 North Temperance Avenue

Clovis, CA 93611

Recovery

Limits

75-125 75-125 75-125 70-125 .

75-125

59-120 75-120 74-122 85-115

Primary

Quant Method :

Extraction Date :

Analysis Date :

Instrument Run :

Initials:

SPK

MALLW.M

11/10/14

11/10/14

MAX

1110M13 sv

Printed: 11111/14 2:37:00 PM

APPL Standard LCS

APPL,Inc. 908 N Temperance Ave Clovis, CA 93611

Report to: PLEASE PR1NT .

Company Name: ?rouo:s+ty&i ±clvArJ Phone: �-32.ta-, I 00 Address: tJ..<sre 'A-l\V\\11-t\.t \'-N{..., -S5?t-:32.1o-Joq0

Cloo,�q 0\ q3\0 l\ Fax:

Attn: 3\-e;p\r\Mi � �- \ \� d

Si,-\ lnvoia: to:

':f-'<=1-t rCHAIN OF CUSTODY RECORD Phone: (559) 275-2175 �- t,-, 1MX Fax: (559) 275-4422 4 412 7 'fL ,o(v.h� c.o.c.

PLEASE PRlNT

CompanyName:_So,.,=_W'\ __ -e_ ________ Phone: ____ _ Address: ____________ _ Fax: ____ _ Attn: _____________ _

Analysis Rc:q_uestcd/Method Number Date Shipped: Carrier.

,_ � )< -i-- Waybill No.:

- J .... f '\ '\ r--i-- 1-----------1

::t I :I: � r--i-- Comments:

l��l� ���1-------� t- \- \,;C

\ I \ I \ '

\ I \

\ I \ / I\

\ I \ I \ I '\ J \ I

Shuttle Temperature:

/S.Ot

Tumaround Requested: Check one � Standard 2-3 wk D One week O 24148 Hts. OOlher Sample Disposal: 0 Return to client ($Disposal by Lab (30-ay ,etaat;on}

R.eliliquished by: • J Date Time Received by:

1,J.:ioil!J 11 '..l'lflltr-Date ' Time Received by:

Relinquished by:

Relinquished by:

White: Return to client with report Yellow: Laboratory Copy Pink: Sampler See reverse side for Contai711!r Preservative and Sampling In.formation· 13

Date Time Date Time (O,Z,'l .t'f /f(JZ

Received by/ /)

ATTACHMENT TO 01 11 00 – SERVICE LATERAL SURFACE FEATURES VIDEO LOGS FOR

RANCHERIA FLAT AND OLD EL PORTAL

RANCHERIA FLAT

YOSE - 158675B 8/23/2016

Ranchera Flat Sanitary Sewer Services

Video # House # Street

Lower

Manhole

Upper

Manhole

Dx from

Lower

MH (Ft.)

Total Dx between

MH's (Ft.)

SS

Service

Length

(Ft.)

Recommended

SS Service

Replacement

Type

House SS

Service

Cleanout Found

(Y or N)

MVI 0045,

MVI 0046 9766 River View Rd. RF1801 8 N

MVI 0045,

MVI 0046 9767 River View Rd. RF1801 64 N

MVI 0044 9763 River View Rd. RF17 RF16 88 112 56 N

MVI 0043 9761 River View Rd. RF16 88 N

MVI 0042 9760 River View Rd. RF16 RF15 86 168 48 N

MVI 0041 9759 River View Rd. RF16 RF15 109 168 72 Y

MVI 0038 9756 River View Rd. RF15 40 N

MVI 0040 9755 River View Rd. RF15 80 N

MVI 0039 9753 River View Rd. RF15 104 N

MVI 0036,

MVI 0037 9754 River View Rd. RF8 88 N

MVI 0030,

MVI 0031,

MVI 0032,

MVI 0033,

MVI 0034 9752 River View Rd. RF8 80 N

MVI 0047 9721 Barium Mine Rd. RF7 RF701 56 224 24 N

MVI 0048 9723 Barium Mine Rd. RF7 RF701 160 224 24 N

MVI 0049 9725 Barium Mine Rd. RF701 21 N

MVI 0056 9742 Red Bud Ln. RF6 RF5 96 299 32 N

MVI 0055 9741 Red Bud Ln. RF709 48 Y

MVI 0054 9743 Red Bud Ln. RF708 24 N

MVI 0052 RF702 to RF706 to 9745 Red Bud Ln.

MVI 0052 9745 Red Bud Ln. RF706 32 N

MVI 0051 9744 Red Bud Ln. RF702 64 N

MVI 0050 RF701 to RF702 to 9746 Red Bud Ln.

MVI 0050 9746 Red Bud Ln. RF702 56 N

MVI 0053 9747 Red Bud Ln. RF706 RF707 114 200 45 N

MVI 0057 RF702 to RF 703 to RF704 to RF705

MVI 0058 9754 Red Bud Ln. RF705 32 N

Total Length = 1,130

YOSE - 158675B

Rancheria Flat Sanitary Sewer Services 8/23/2016

OLD EL PORTAL

Old El Portal Sanitary Sewer Services

Video # House # Street

Lower

Manhole

Upper

Manhole

Dx from

Lower

MH (Ft.)

Total Dx between

MH's (Ft.)

SS

Service

Length

(Ft.)

Recommended

SS Service

Replacement

Type

House SS

Service

Cleanout

Found (Y or N)

MVI 0155 9703 Chapel Ln. MH31 MH31B 29 N

MVI 0059 5529 Foresta Rd. EP19 54 Y

MVI 0061 5539 Foresta Rd. EP16B 75 N

MVI 0060 5539 Foresta Rd. (Garage) EP16B 48 N

MVI 0152,

MVI 0153,

MVI 0154 5542 Foresta Rd. MH34 192 N

MVI 0062 5541 Foresta Rd. EP16B EP16A 72 163 61 N

MVI 0063 5547 Foresta Rd. EP16A EP16 40 55 32 N

MVI 0064 EP6 to EP1601 to 5551 Foresta Rd. Y

MVI 0065 9738 Rocky Rd. EP16 EP1601 80 160 78 Y

MVI 0066 9738 Rocky Rd. (Garage) EP1601 EP1602 24 72 19 N

MVI 0067 9734 Rocky Rd. EP1602 32 N

MVI 0068 9735 Rocky Rd. EP1602 EP1604 40 176 11 N

MVI 0069 9724 Rocky Rd. (Garage) EP1602 EP1604 40 176 21 N

MVI 0069 9716 Rocky Rd. EP1602 EP1603 67 112 104 N

MVI 0069 9724 Rocky Rd. EP1603 56 N

MVI 0070 9723 Rocky Rd. EP1602 EP1604 131 176 27 N

MVI 0070 9723 Rocky Rd. (Garage) EP1602 EP1604 131 176 32 N

MVI 0071 9742 Rocky Rd. EP1604 40 N

MVI 0072 9726 Buckeye Rd. EP1605 88 Y

MVI 0073,

MVI 0079 9746 Buckeye Rd. EP1605 EP1606 19 91 26 Y

MVI 0075 9722 Buckeye Rd. EP1606 176 N

MVI 0076 9737 Buckeye Rd. EP1606 80 N

MVI 0074 9745 Buckeye Rd. EP1606 40 N

MVI 0077 9747 B Buckeye Rd. EP12 67 N

MVI 0078,

MVI 0080 9747 A Buckeye Rd. EP12 N

MVI 0064,

MVI 0085 5551 Foresta Rd. EP15 58 N

MVI 0084 5561 Foresta Rd. EP1401 64 N

MVI 0084 5555 Foresta Rd. EP1401 35 N

MVI 0082 5563 Foresta Rd. EP13 64 N

MVI 0083 5554 Foresta Rd. EP13 64 N

MVI 0083 5564 Foresta Rd. EP13 32 N

MVI 0081 9750 Buckeye Rd. EP13 EP12 40 128 32 N

MVI 0086 5567 Foresta Rd. EP12 EP11 154 240 40 N

MVI 0087 5573 Foresta Rd. EP11 26 N

MVI 0087 5577 Foresta Rd. EP11 72 N

MVI 0088 5581 Foresta Rd. EP11 EP10 90 186 24 N

MVI 0089 5583 Foresta Rd. EP11 EP10 133 186 13 N

MVI 0090 5593 Foresta Rd. EP10 38 N

MVI 0091 5593 Foresta Rd. (Garage) EP10 EP9 12 168 40 N

MVI 0092 5597 Foresta Rd. EP10 EP9 56 168 54 N

Video # House # Street

Lower

Manhole

Upper

Manhole

Dx from

Lower

MH (Ft.)

Total Dx between

MH's (Ft.)

SS

Service

Length

(Ft.)

Recommended

SS Service

Replacement

Type

House SS

Service

Cleanout

Found (Y or N)

MVI 0093 5599 Foresta Rd. EP10 EP9 122 168 48 N

MVI 0094 5603 Foresta Rd. (5605?) EP9 EP8 102 248 29 N

MVI 0096 5611 Foresta Rd. EP9 EP8 150 248 54 N

MVI 0095 5611 Foresta Rd. (Garage) EP8 58 N

MVI 0097,

MVI 0098 5619 Foresta Rd. EP8 EP7 72 160 72 Y

MVI 0099 5618 Foresta Rd. EP7 70 Y

MVI 0100 EP7 TO EP6

MVI 0102 EP6 TO EP602 TO EP 601

MVI 0102 5623 Foresta Rd. EP602 8 NMVI 0102, MVI 0104 5627 Foresta Rd. EP601 32 NMVI 0103, MVI 0104 5631 Foresta Rd. EP601 40 N

MVI 0105 9777 Buckeye Ct, EP601 154 N

MVI 0102 5637 Foresta Rd. EP602 26 N

MVI 0101 5638 Foresta Rd. EP6 112 N

MVI 0106 EP6 to EP5

MVI 0106 5637 Foresta Rd. (Garage) EP5 45 N

MVI 0108 5646 Foresta Rd. EP5 EP4 107 200 152 N

MVI 0108 5646 Foresta Rd. (Garage) EP4 8 N

MVI 0107 5641 Foresta Rd. EP5 EP4 134 200 27 N

MVI 0109 5650 Foresta Rd. EP4 EP3 56 186 56 N

MVI 0110 5662 Foresta Rd. EP3 EP2 16 195 45 Y

MVI 0111 5662 Foresta Rd. EP3 EP2 91 195 64 N

MVI 0112 5666 Foresta Rd. EP3 EP2 112 195 46 N

MVI 0113 5674 Foresta Rd. EP2 16 N

MVI 0114 5692 Foresta Rd. EP1 104 N

MVI 0115 5696 Foresta Rd. EP1 352 N

MVI 0151 10921 Hwy 140 EP24 40 Y

MVI 0117 9738 Granite Ct. EP50 8 N

MVI 0116 9752 Crane Creek Rd. EP50 64 N

MVI 0118 9742 Crane Creek Rd. EP52 EP51 102 120 16 N

MVI 0118 9742 Crane Creek Rd. EP52 EP51 75 120 19 N

MVI 0119 EP51 to EP 52 to 9758 Crane Creek

MVI 0121 9758 Crane Creek Rd. EP52 EP51 35 120 120 N

MVI 0120 9760 Crane Creek Rd. EP52 40 N

MVI 0122 EP52 to EP48

MVI 0123 9764 Crane Creek Rd. EP49 80 N

MVI 0124 9770 Crane Creek Rd. EP47 EP49 112 205 38 N

MVI 0124 9770 Crane Creek Rd. EP47 45 N

MVI 0124 9770 Crane Creek Rd. EP47 24 N

MVI 0125 EP47 to EP 46

MVI 0126 9774 Crane Creek Rd. EP46 24 N

MVI 0127 EP46 to EP42

MVI 0128 EP42 to EP 44

Video # House # Street

Lower

Manhole

Upper

Manhole

Dx from

Lower

MH (Ft.)

Total Dx between

MH's (Ft.)

SS

Service

Length

(Ft.)

Recommended

SS Service

Replacement

Type

House SS

Service

Cleanout

Found (Y or N)

MVI 0148,

MVI 0149 9759 Oak Rd. EP4801 88 N

MVI 0150…