40-80500-24-17090_40-80500-24-17090 AntonChico Water and Wastewater improvements A001.pdf.PDF

/SPA_Signature/ SPD_ITB_Amend_012_Rev_01_0822

State of New Mexico

General Services Department Purchasing Division

(505) 827-0472

Amendment No. One

Date: August 27, 2024

To: All Potential Bidders

From: General Services Department

/Purchasing_Agent/ Date:

Dorothy Mendonca New Mexico State Purchasing Agent

Re: Invitation to Bid Number: 40-80500-24-17090

Department: NM Department of Transportation

Title: Anton Chico Water and Wastewater Improvements

Opening date: August 29, 2024

This Amendment is issued to reflect the following change to the Bid opening date:

Extend Bid opening date:

From: August 29, 2024 To: September 4, 2024

This Amendment is also issued to reflect the following:

Attached - Addendum No. 1

If you have already submitted an electronic bid, you will need to acknowledge this amendment by resubmitting your bid. Your bid has changed from 'submitted' to 'in progress' and will not be accepted if you do not acknowledge this amendment. Click the link to get started:

https://bids.sciquest.com/apps/Router/PublicEvent?CustomerOrg=StateOfNewMexico

All other items, terms and conditions shall remain the same.

Procurement Specialist: James Ortega Phone: (505) 795-2516 Email: james.ortega@gsd.nm.gov

Docusign Envelope ID: F744ABE8-908F-436A-BCD6-8582D88BCAAB

8/27/2024 https://bids.sciquest.com/apps/Router/PublicEvent?CustomerOrg=StateOfNewMexico

August 20, 2024 DB23.1049 | _Anton Chico_Addendum No 1.docx 1

Addendum No. 1 Anton Chico Rest Areas Water and Wastewater Improvements New Mexico Department of Transportation August 20, 2024

The following responses to questions shall become a part of the Contract Documents. This Addendum contains 2 pages of written text, 0 drawings and 6 attachments.

Pre-Bid Meeting Notes and sign-in sheet from the mandatory pre-bid meeting held on June 28, 2023 are provided as Attachment 1.

Answers to Questions from Bidders

1. What are the construction contract times?

Substantial Completion shall be achieved no later than 270 calendar days from the date of Notice to Proceed. Final completion shall be 30 days from the date of Substantial Completion.

2. What are the NMOSE Well Record Numbers for each well? If no NMOSE Well Record Numbers are found, what is the total depth, screen zone, and static water level of each well to be evaluated under Bid Alternate 1?

The New Mexico Office of the State Engineer (OSE) Well Record Numbers are unknown for the two active wells. The Drinking Water Watch (DWW) summary reports for the eastbound and westbound wells are provided in Attachment 2. The wells are estimated to currently yield 5 gallons per minute. No additional information on these wells is known to the Owner.

3. Is there access to the wells (pump house, hatch, etc.)?

Each well is located in a concrete masonry unit (CMU) well building, with access hatches in the roof.

4. Are there photos of the well buildings?

Photographs of the well buildings and wells are provided in Attachment 3.

Addendum No. 1

Anton Chico Rest Areas

August 20, 2024 DB23.1049 | _Anton Chico_Addendum No 1.docx 2

Revisions to Drawings None.

Revisions to Specifications None.

Other Information A design drawing for the existing Westbound Rest Area disposal field is provided as Attachment 4. The New Mexico Environment Department (NMED) Liquid Waste Bureau (LWB) permit applications for the Eastbound and Westbound Rest Areas are provided in Attachments 5 and 6, respectively.

Jennifer Hill, P.E.

Attachment 1

Pre-Bid Meeting Materials

Engineer Project #DB23.1049

Anton Chico Rest Areas Water & Wastewater System Improvements Pre-Bid Conference

Friday, August 9, 2024, Anton Chico Eastbound Rest Area, 10:00 a.m.

NAME ORG EMAIL PHONE #

Jennifer Hill DBSA jhill@geo-logic.com 505-417-6104

Nate Arnold DBSA narnold@geo-logic.com 505-321-7403

Jeromy Schmidt York Septic yorkseptic@gmail.com 505-832-5555

Felix Espinoza AES fespinoza@aesnm.com 505-239-2781

Charles Tapia ENMRSH charlestapia12@gmail.com 575-760-2943

Michael Ortiz NMDOT michaels.ortiz@dot.nm.gov 505-398-6323

Casey Encinias NMDOT casey.encinias@dot.nm.gov 505-617-5700

August 9, 2024 DB23.1049 | 2_Anton Chico_Pre-Bid_Minutes.docx 1

Pre-Bid Conference Anton Chico Rest Areas Water and Wastewater Improvements

Date/Time: August 9, 2024, at 10:00 a.m.

Location: Anton Chico Eastbound Rest Area

Purpose: Pre-Bid Conference Meeting Minutes

Pre-Bid Meeting Minutes ⦁ Eastbound leach mound - Contractor shall remove and dispose of material off-site.

⦁ The permit applications for septic systems were submitted by Daniel B. Stephens & Associates, Inc. (DBS&A) to the New Mexico Environment Department (NMED) Liquid Waste Bureau (LWB). DBS&A will update the applications with the successful Contractor’s information and resubmit. Permit applications are attached to Addendum No. 1.

⦁ The concrete slab, shown on drawing C-5, should be demolished as needed by the Contractor for sewer line installation.

⦁ Existing water systems will be abandoned in place.

⦁ The project should be bid assuming that septic tanks will be provided as shown on the drawings. Changes to the design, such as a series of smaller septic tanks to meet the total capacity, will be discussed with the successful bidders after awards of contract. Septic tanks must be on the NMED LWB’s approved product list.

⦁ All existing septic systems are to be removed and disposed of off-site.

⦁ Dimensions of the existing Westbound disposal field are provided in Attachment 4 to Addendum No. 1.

⦁ Water and wastewater system design flows are 3,000 gallons per day for each rest area.

⦁ New Mexico Department of Transportation will shut down rest areas during construction, as needed for the construction.

Nate Arnold, Project Engineer

Attachment 2

Drinking Water Watch Summary Reports

New Mexico Environment Department UOCP Operator Lookup Drinking Water Program County Map of NM Water System Search Help

Water System Detail Information Water System No.: NM3590710 Federal Type: NC Water System Name: ANTON CHICO REST AREA EAST BOUND Federal Source: GW Principal County Served: GUADALUPE System Status: A Principal City Served: SANTA ROSA Activity Date: 06-01-1977

Water System Facility Facility ID No. 90710002 Type: WL - Well Facility Name WELL #2 Status/Reason A Water Type GW Water Type Date

Sample Points Sample Point ID Location Description Type

SP907100021 WELL #2 SR

Water System Facility Contacts Type Contact Communication

Facility Annual Operating Period(s) Effective Begin Date Effective End Date Start Month/Day End Month/Day

Latitude/Longitude Data Longitude Latitude Link

-105.088767 34.980584 Click here to view location on Terraserver

NMDWB, Drinking Water Watch https://dww.water.net.env.nm.gov/NMDWW/JSP/WaterSystemFacility.jsp?tinwsys_is_numbe...

1 of 2 4/11/2023, 11:41 AM

Well Detail Information Measure Code Value

(DDWD) Draw Down Water Depth 20 FT (DPCP) Depth at Completion 260 FT

(GRDP) Grout Depth 140 FT (STWL) Static Water Level 159 FT

(WLDM) Well Diameter 4 IN

WSF Flow Rates Type Quantity UOM

PUMP - Pump Capacity 5 GPM

WSF Measures Type Quantity UOM

DDWD - Draw Down Water Depth 20 FT DPCP - Depth at Completion 260 FT

GRDP - Grout Depth 140 FT STWL - Static Water Level 159 FT

WLDM - Well Diameter 4 IN

WSF Indicators Type Value Date

EMER - Emergency Power NO

NMDWB, Drinking Water Watch https://dww.water.net.env.nm.gov/NMDWW/JSP/WaterSystemFacility.jsp?tinwsys_is_numbe...

2 of 2 4/11/2023, 11:41 AM

New Mexico Environment Department UOCP Operator Lookup Drinking Water Program County Map of NM Water System Search Help

Water System Detail Information Water System No.: NM3590210 Federal Type: NC Water System Name: ANTON CHICO REST AREA WEST BOUND Federal Source: GW Principal County Served: GUADALUPE System Status: A Principal City Served: SANTA ROSA Activity Date: 03-15-2012

Water System Facility Facility ID No. 90210002 Type: WL - Well Facility Name WELL #2 Status/Reason A Water Type GW Water Type Date

Sample Points Sample Point ID Location Description Type

SP902100021 WELL #2 SR

Water System Facility Contacts Type Contact Communication

Facility Annual Operating Period(s) Effective Begin Date Effective End Date Start Month/Day End Month/Day

Latitude/Longitude Data Longitude Latitude Link

-105.084377 34.982616 Click here to view location on Terraserver

NMDWB, Drinking Water Watch https://dww.water.net.env.nm.gov/NMDWW/JSP/WaterSystemFacility.jsp?tinwsys_is_numbe...

1 of 2 4/11/2023, 11:42 AM

Well Detail Information Measure Code Value

(DDWD) Draw Down Water Depth 43 FT (DPCP) Depth at Completion 260 FT

(GRDP) Grout Depth 123 FT (STWL) Static Water Level 170 FT

(WLDM) Well Diameter 4 IN

WSF Flow Rates Type Quantity UOM

PUMP - Pump Capacity 5 GPM

WSF Measures Type Quantity UOM

DDWD - Draw Down Water Depth 43 FT DPCP - Depth at Completion 260 FT

GRDP - Grout Depth 123 FT STWL - Static Water Level 170 FT

WLDM - Well Diameter 4 IN

WSF Indicators Type Value Date

EMER - Emergency Power NO

NMDWB, Drinking Water Watch https://dww.water.net.env.nm.gov/NMDWW/JSP/WaterSystemFacility.jsp?tinwsys_is_numbe...

2 of 2 4/11/2023, 11:42 AM

Attachment 3

Photographs

2. Eastbound Rest Area well

ANTON CHICO REST AREAS

WATER/WASTEWATER IMPROVEMENTS

Photographs

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8/19/2024 DB23.1049

1. Eastbound Rest Area well building

3. Westbound Rest Area well building

ANTON CHICO REST AREAS

WATER/WASTEWATER IMPROVEMENTS

Photographs

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8/19/2024 DB23.1049

4. Westbound Rest Area well

Attachment 4

Westbound Rest Area Disposal Field Drawing

Attachment 5

NMED LWB Eastbound Rest Area Permit

6020 Academy Road NE, Suite 100 (505) 822-9400 Albuquerque, New Mexico 87109 www.dbstephens.com

August 4, 2023

Steve Pedro Environmental Scientist/Bureau Liquid Waste Specialist NMED Environmental Health Bureau 2538 Ridge Runner Road Las Vegas, New Mexico 87701 steven.pedro@env.nm.gov

Re: Liquid Waste Permit Application for Septic System/Leach Fields NMDOT Anton Chico Eastbound Rest Area on Interstate 40

Dear Steve:

Daniel B. Stephens & Associates, Inc. (DBS&A) is pleased to submit this permit application and attachments for the Anton Chico Eastbound Rest Area. The rest area is located at Interstate 40 (I-40) mile marker 251, approximately 25 miles west of Santa Rosa, New Mexico.

Background

The site is currently served by a conventional septic system and disposal mound. There is an existing effluent pump station for dosing to the disposal field that will continue to be used for low-pressure dosing. Using low-pressure dosing reduced the size of the minimum required absorption area to 3,900 square feet. The capacity of the existing system is adequate, but the existing disposal mound is not properly constructed or engineered and needs to be replaced.

The attachments to this letter are as follow:

Permit Application

Application Checklist

Site Plan Checklist

Attachment 1: Calculations

Attachment 2: Right-of-Way Maps

Attachment 3: 90% Engineering Drawings

Attachment 4: Specifications

Attachment 5: Documentation of Flows

Attachment 6: Dosing Pump Curve

Mr. Steve Pedro August 4, 2023

DB23.1049 | Cvt Ltr_Anton Chico EB_804.docx

Closing

Please do not hesitate to call Nate if you have any further questions or require any additional information. He can be reached at 505-321-7403 or narnold@geo-logic.com.

Sincerely, DANIEL B. STEPHENS & ASSOCIATES, INC.

Nate Arnold, E.I. Jennifer Hill, P.E.

Project Engineer Senior Engineer

JH/NA/rpf Attachments cc: Adam Romero, NMDOT

Permit Application

New Mexico Environment Department Environmental Health Bureau Liquid Waste Program

Application for Liquid Waste Permit or Registration

Form LW 401E 210126

Conventional Modify Treatment Unit Modify Disposal Field ATS/ADS Variance Commercial Register ATS/ADS Transfer Amendment

Section 1 General Information (Incomplete applications will be returned without action)

N M

ED

U

SE

O N

LY

Liquid Waste Processing Number:

Name (Property Legal owner, Inc., LLC, partnership, DBA, full legal name): Field Office ID: Application Date:

E-mail address(es): Phone: Facility Commercial or Institutional Name:

System Location: Physical Address, - (if needed, attach directions) Mailing Address (Invoices, permits, official correspondence):

City: County: Zip Code: City: State: Zip Code:

Uniform Property Code: Date of Record: Lot Size (0.01 acres): Total No. LW Systems on Property: Total Design Flow on Property:

Subdivision: Subdivision Plat Date: Unit/Phase: Block Lot/Tract Township Range Section

Water Supply Source: No. Connections: OSE Well Permit No.(505)827-6120, Info Private Water Well Location (long., lat. or physical address, city, state):

Onsite

Offsite

Storage

Private

Public

Shared

Public Water System Name: Irrigation well, flood irrigation area on lot?

YES NO

Enter all LW permit numbers for this lot: Will a petition for variance be submitted with this application?

YES NO

Section 2 Installer Information (NMED verifies all licensing information with CID and company registration with the Secretary of State’s Office)

Qualifying Party Name: Phone: Licensed Company Name: (as on file with CID) Corp., Inc.

LLC

Sole Prop.

LP, LLP

Owner

Mailing Address (street / PO Box, City, State, Zip): E-mail address:

CID License Classification: CID Company License No.:

MM-1 MM-98 MS-1 MS-3 Homeowner

I am the qualifying party for a licensed company by the State of New Mexico Regulation Licensing Department, Construction Industries Division (CID). I will either personally install the work myself or authorize company employee(s), ______________________________________________________________________________________________________________

(named here) to provide the services and labor for this permit application under my direct supervision.

Section 3 Authentication / Verification

By signing below, I attest that the information in this application is correct and true to the best of my knowledge. I understand the issuing of this permit does not relieve me from the responsibility of complying with all applicable provisions of the New Mexico Plumbing Code and the New Mexico Liquid Waste Disposal and Treatment Regulations. Obtaining this permit does not relieve me from the responsibility of obtaining any permit required by state, city or county regulation or ordinance or other requirements of state or federal law.

Page 2 must be attached for each proposed system on lot

Qualifying Party Authorized Rep.

Homeowner

Printed Name: Signature: Date Signed:

NM

ED

U

SE

O

NL

Y

ME

D

US

E

ON

NM

ED

US

E

ON

LY

NMED PERMIT TO CONSTRUCT

N/A Granted Granted with conditions Denied Cancelled

Conditions or Reasons for Denial:

NMED Inspector Name Printed: NMED Inspector Signature: Date: Permit to Construct No.

NMED LIQUID WASTE FEES (permits to construct and operate are valid only upon all fees are being paid), (Amendments no fee required) Conventional-1000gpd $225 1001-2000gpd $325 2001-5000gpd $500 Holding Tank Annual Renewal ($30) Variance small system $100

ATS/ADS -1000gpd $450 1001-2000gpd $550 2001-5000gpd $750 ATS /ADS Annual Renewal ($50) Variance large system $250

Total Fee Paid Date Paid Payment Received By

FINAL INSPECTION OF LW SYSTEM (902I, an approved final inspection report is valid for 180 days as a property transfer evaluation) Final Inspection

Conducted by NMED Final Inspection Date: NMED Inspector Name Printed: Installation Approved

Installation Approved with Conditions (see inspection form for conditions)

Installation Not Approved Contractor photo inspection authorized:

Photo inspection date: Date photos and Completed Form Received by NMED:

NMED PERMIT TO OPERATE (permits to operate holding tanks and ATS / ADS are only valid for one-year, annual renewals applications required)

NM

ED

U

SE

O

NL

Y

A permit for operation of the Liquid Waste system described herein is hereby: N/A Granted Granted with conditions Denied Cancelled Conditions or Reasons for Denial:

NMED Inspector Name Printed: NMED Inspector Signature: Date: Permit to Operate No.:

New Mexico Department of Transportation, District 4 Las Vegas adam.romero@dot.nm.gov (505) 718-2073 Anton Chico Rest Area - Eastbound

Anton Chico Rest Area - Eastbound PO Box 10

Santa Rosa Guadalupe 88435 Las Vegas NM 87701

13.30 1 3000

✔ 1 N/A 34.980578, -105.088761

Anton Chico Rest Area East Bound TU990042

Project to be bid

Jennifer Hill, P.E., Daniel B. Stephens & Assoc. Jennifer Hill Digitally signed by Jennifer Hill Date: 2023.08.04 10:16:22 -06'00' 8/4/23

Liquid Waste Program

Application for Liquid Waste Permit or Registration

Form LW 401E 210126

If your lot has more than one LW system, you must fill out a separate application for each system. The site plan drawing must show all liquid waste systems located on your lot. Existing permitted systems must be identified with their LW Permit #. New, modified or unpermitted systems must be clearly labelled on the site plan. NMED agents are not authorized to amend or complete any portion of this application.

Liquid Waste Processing Number: Amendment

Treatment & Disposal System Design Section 1 Design Flow, Hydrology, and Soil Description

A. Wastewater Sources & Design Flow Calculations B. Hydrology Data (depth to limiting layers) C. Soil Description:

Facility Units (enter number) (Q) Flow, gpd Depth from ground surface to: Feet Type AR=

1.

RE

SI

DE

NT

IA

L

Single Family Residence A Bedrooms: Flow:

Seasonal high-water table Type Ia: Coarse Sand (or up to 30% gravel) 1.25

Single Family Residence B Bedrooms: Flow: Bedrock Type Ib: Medium Sand, 2.0

Multiple Family Units (4 or less units, apartments)

Bedrooms Bedrooms Bedrooms Bedrooms Flow:

Caliche Loamy Sand

Cluster System: (description) Flow:

Clay soils, tight clay Type II: Sandy Loam, Fine Sand, Loam 2.0

2.

CO

MM

ER

CI

AL

Multiple Family Units (5 or more units, apartments)

Method of Design Flow Calculation:

Table 201.1 PE (Calc. Sheet) Attached Water Meter Data Attached Calc. Sheet Attached

Flow: Gravel, cobbles, highly permeable soil, greater than 30% gravel Type III: Silt, Silt Loam, Clay Loam, Silty Clay Loam, Sandy Clay Loam

2.0Commercial / Institution: Test Hole / Soil Borings Used: YES NO Other Flow: Soil Classification Methodology used:

Web Soil Survey Jar Test Hand Sampling

(type): Total Flow for this LW System: Q= Total Flow: Laboratory:

Other Methodology:

Sieve Type IV: Sandy Clay, Silty Clay, Clay 5.0

Section 2. Treatment Unit and Pump Design: (Note: 202D, E & F, tank modification or registration requires pumping, and be within one tank size)

A.

C

ON

V. Primary Treatment Unit

Septic Tank(s)

No. Septic Tank(s)

Manufacturer: Series / Model / Certification No.: Capacity (gallons) Cover Depth:

Tank Bedded in:

(circle one) Undisturbed Soil Compact Soil Pea

Gravel Sand Tank Back Fill:

(circle one) Native soil with no rocks Pea Gravel Sand (Tanks are approved for max 3’ cover unless otherwise approved / marked)

B.

PU

MP

Pump Tank Pump Basin

Manufacturer: Series / Model: Capacity (gallons) Cover Depth:

Pump Dual Pump

Manufacturer: Series / Model: Pump Curve Attch’d:

YES NO

Effluent Pump:

YES NO

C.

AL

TE

RN

AT

IV

E

AT

S

Secondary Standard Conditional

Experimental

Required Voluntary

Manufacturer: Series / Model: Capacity (gallons) Cover Depth:

Tertiary

Disinfection 604

UV

Ozone Chlorine

Required Voluntary

Manufacturer: Series / Model: All Tank Burial Instructions Attached. Applicant has read and understands proper burial instructions & will adhere:

YES NO Initial Here:

Section 3 Disposal System Design, Components and Calculations: (Note: 202D&E, disposal field modification requires tank pumping, addition of filter and risers, I/O baffle or T’s checked)

A. Minimum Required absorption area, calculated (Multiply Design Flow (Q) times Application Rate (AR):

Q X AR = Min. Sq. Ft. Required: Existing Sq. Ft. utilized: + Proposed Sq. Ft.: = Total Disposal Area Sq.Ft.

B. Design Components: Distribution Box Tee Drop Box Alternating Drainfield Valve Elevated System Other:

DI

SP

OS

AL

Di sc ha rg ing

Pipe & Gravel 701 Elevated System

Trench Width: Depth Gravel Below Pipe: Total Linear Feet: No. of Trenches: Max Trench Depth: Length, each trench: Trench Spacing (ft): Proposed Sq. Ft.:

Chamber 701 Synthetic Aggr. 701.

Mfr. Model No & Sizing Credit (sf/lf, or unit): Total Linear Feet: No. of Units: Max Trench Depth: Length, each trench: Trench Spacing (ft): Proposed Sq. Ft.:

C.

C

ON

VE

NT

IO

NA

L 1. Seepage Pit 702

Absorption Bed 701B

Dimensions (L x W): Pit Depth below invert: Pit Excavation Depth: Bed Aggregate Depth: Bed Lateral Spacing (6ft max):

Aggregate Cubic Yards: Proposed Sq. Ft.:

2.

No n-dis ch ar gin g Holding Tank 808

No. of Tank(s) Manufacturer: NM Certification No.: (optional for concrete) Capacity: Cover Depth: High Water Alarm at 80%?

YES NO Set at:__________”

Vault 801 Privy 801 (outhouse)

(design plans attached): YES NO Split Flow 811: (complete holding tank section & septic tank & conventional disposal section):

Other (description):

Section 4 Alternative Disposal System (ADS) Design, Components and Calculations For all ADS’s – calculation sheets & site plan drawings (plan view with cross section views) must be submitted with this permit application.

AL

TE

RN

AT

IV

E

DI

SP

OS

AL

1.

Di sc ha rg in g Wisconsin Mound Unlined ET Bed Effluent Irrigation Re-use (804 reduced setbacks allowed) Sand-Lined Trench Sand ASTM Specs Attached?

YES NO

Bottomless Sand Filters Sand ASTM Specs Attached?

YES NO LPD 807 LPP 807 Wetland Graywater Drip Irrigation

ET Bed (unlined, gravity fed) (fine to med Sand ASTM Specs Attached?)

YES NO Other (description):

2.

No n-di sc ha rg in g Lined ET Bed 805 (fine to med Sand ASTM Specs Attached?)

YES NO

Liner Material & Thickness (mils): Dimensions (L x W) & sq. ft.:

Lined Lagoon

(DP Transfers / Registrations Only)

Liner Material & Thickness (mils): Dimensions (L x W) & sq. ft.:

Other (description system above, liner specs attached):

Section 5 Setbacks, Site Plan & Attachments (check those that apply)

YES NO 1. Does proposed system meet all setbacks required per Table 302.1?

YES NO 2. Site plan attached which shows all structures, LW systems, and wells / waters within 200’, with all setbacks clearly shown?

N/A YES NO 3. If ATS or ADS, all requirements under section 403 are submitted, including calculations and drawings?

Supporting Documents Included: Survey or Plat Floorplan Warranty Deed or Tax Bill Other:

0 0 159 0 0 >4

0 0 0 0 0 2-4

Rest Area 3,000

3,000 Perc Test

To be determined 7500

Zoeller Basin 12.24

Turbine STEP System, 55 gpm dual pumps 5034-0019 1.5HP, 230V/1Ph, 13.1 Amp ✔ ✔

3,000 Off 0 00 3900 3900

Low Pressure Dosing

1.5 1 1200 8 2 150 2 3900

Reset / Clear Form LasVegas.ehb@state.nm.us

Application Checklist

Revised 8/1/10

NMED Use Only Permit Processing No.__________________________ Applicant Name_______________________________

You must submit this form with your application. The applicant shall check the box next to Yes or No or N/A (Not Applicable) for each box to verify that the necessary information has been submitted. Print and sign your name at the bottom.

New Mexico Environment Department Application Checklist - LIQUID WASTE SYSTEM

For All Liquid Waste Permit Applications Applicant Verification

Application is filled out completely with minimal cross-outs and no whiteout, no blanks Yes No

Detailed site plan is attached and includes all requirements and meets all setbacks (and Liquid Waste Site Plan Submittal Checklist is attached)

Yes No

Warranty deed, tax bill or other form of ownership verification is attached (requires county clerk stamp)

Yes No

Copy of plat or recorded survey is attached (requires county clerk stamp) (if these documents are not available other documents showing property size and easements must be provided)

Yes No

Floor plan for all dwellings or structures is attached (All rooms are clearly labeled, identifying bedrooms and rooms that might reasonably be used as bedrooms)

Yes No

For Liquid Waste Permit Applications Proposing Advanced Treatment Applicant Verification

A fully-labeled treatment and disposal system diagram is attached. The location and diagram of the sampling port is clearly shown. Disinfection unit is shown(If applicable)

Yes No

The system being proposed is on the “Advanced Wastewater Treatment Systems Approved by NMED” list

Yes No

A detailed design statement is attached which includes all of the following: Explains why an ATU is required on this site, discussion of site conditions & operational details

Yes No

A maintenance contract for the duration of the permit with a factory certified MSP (signed by both homeowner and MSP) is attached

Yes No

If Voluntary System, Disclosure Statement is included (disclosure statement- indicates ATS is not required, maintenance contract for duration of the permit, signed by homeowner)

Yes No N/A

A sampling contract for the duration of the permit with an approved sampling provider (signed by both the homeowner and sampling provider) is attached

Yes No N/A

For Liquid Waste Permit Applications Proposing Alternative Disposal Applicant Verification

A detailed design statement is attached: Explains why an ADS is required on this site, it meets a proven design criteria, statement of site conditions & operational details

Yes No

A diagram & design specifications of the disposal system including manufacturer’s specifications (or proven design specs) are attached

Yes No

Detailed site drawings showing plan, profile and cross-section views are attached Yes No

Detailed design calculation sheets or worksheets are attached Yes No N/A

Pump specifications and sizing information are attached Yes No N/A

Applicant Name Printed Applicant Signature Date

NMED Staff Name Printed NMED Staff Signature Date

Nate Arnold 7/27/2023

Site Plan Checklist

Permit Processing No.______________________________

Revised 8/1/10

Applicant_____________________________________

This checklist must be submitted with your application. The applicant shall check the box next to Yes, No or N/A (not applicable) for each requirement to verify that your site plan includes all the necessary information. Print and sign your name at the bottom.

New Mexico Environment Department

SITE PLAN DRAWING- LIQUID WASTE SYSTEM

Submittal Checklist

Site Plan Requirements Applicant

Verification North Arrow shown Yes No

Proposed system components shown and labeled Yes No

Scale of drawing is clear and readable Yes No

Access Roadways, driveways and LW Utility Easements shown Yes No N/A

Direction of slope and drainage toward LW system shown Yes No N/A

Existing LW systems shown (w/permit # or labeled “Unpermitted”) Yes No N/A

Property Lines Property line boundaries with distances shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

Wells and Water Supply Lines All Private on-site & neighbor’s wells(within 100’ of LW system) shown And setback distances to tank and drainfield are met and labeled ------

Yes No N/A Yes No N/A

All Public on-site & neighbor’s wells(within 200’ of LW system) shown And setback distances to tank and drainfield are met and labeled -----

Yes No N/A Yes No N/A

All irrigation wells within 100 feet of LW Disposal System are shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

All Drinking water lines are shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

Waters of the State means all interstate and intrastate waters including natural ponds and lakes, playa lakes, reservoirs, perennial streams and their tributaries, intermittent streams, sloughs, prairie potholes and wetlands All Waters of the State (within 100’ of LW Disposal System) shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

Canals (See definition 20.7.3.7 (C.1)) Acequias, Unlined canals and Drainage ditches are shown And setback distances to tank and drainfield are met and labeled -------------

Yes No N/A Yes No N/A

Lined canals are shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

Arroyos (see definition 20.7.3.7 (A.7)) All Arroyos are shown And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

Buildings and Structures All Buildings and Structures shown and labeled (Use of structure identified) And setback distances to tank and drainfield are met and labeled --------

Yes No N/A Yes No N/A

All Retaining Walls (existing and proposed) shown and labeled And setback distances to tank and drainfield are met and labeled -------

Yes No N/A Yes No N/A

Retention/Detention Areas (areas on parcels that are specifically designed to hold and capture water from precipitation) All Retention/Detention Areas shown and labeled And setback distances to tank and drainfield are met and labeled -------

Yes No N/A Yes No N/A

NMED Comments:

Installer Name Printed Installer Signature Date

NMED Staff Name Printed NMED Staff Signature Date

Daniel B. Stephens & Associates

Nate Arnold 07/27/2023

Attachment 1

Calculations

Calculation Cover Sheet

April 21, 2023 DB23.1049 | 1_PerfPipe_LeachField.docx

Project Name NMDOT Anton Chico Rest Area Project Number DB23.1049

Calculation Number 1 Discipline Engineering No. of Sheets 3

PROJECT:

Alternatives Evaluation for on-site wastewater disposal at Anton Chico Rest Areas

SITE:

Westbound and Eastbound rest areas

SUBJECT:

Perforated pipe and gravel leach field calcs, sized for a design flow of 3,000 gpd.

SOURCES OF DATA:

1. NMDOT provided water use data for both rest areas for a period of 3 years, which is the basis of the design flow

2. Test holes were excavated and percolation tests conducted for both rest areas in March of 2023. The soil type was determined to be Sandy Loam (type II)

SOURCES OF FORMULAE & REFERENCES:

1. NMAC 20.7.3 Liquid Waste Disposal and Treatment

2. US EPA Design Manual Onsite Wastewater Treatment and Disposal Systems, 1980, Table 7-2, pg 214.

3. LW 703J Drainfield Size Credits for Trench Pipe and Gravel Dimensions 190509 mb

4. NMAC 20.7.3 Liquid Waste Disposal and Treatment

Preliminary Calculation Final Calculation Supersedes Calculation No.

Rev. No. Revision Calculation By Date Checked By Date Approved By Date

0 Preliminary Calc NA 3/27/2023 JH 3/27/2023 JH 3/27/2023

1 Final Calc NA 4/21/2023 JH 4/24/2023 JH 4/24/2023

Calculation Sheet

Project No. DB23.1049 Date 4/21/2023

Subject Calculate required size of leach field Sheet 1 of 3

By Nate Arnold Checked By Jennifer Hill Calculation No. 1

DB23.1049 | 1_PerfPipe_LeachField.docx 1

1. Purpose

Size the leach field for disposal by perforated pipe and gravel.

2. Given

Eastbound Rest Area (Low Pressure Pipe):

Design flow = 3,000 gpd Trench width = 1.5’ Gravel depth = 1’ Min pipe cover = 1’ Total trench depth = 2’ 2’ spacing between trenches NMED Application rate = 2.0 SF/gpd, based on Type II soil Length dependent on available area Absorption credit = 5 SF/LF

Westbound Rest Area (Gravity Pipe):

Design flow = 3,000 gpd Trench width = 3’ Gravel depth = 2’ Min pipe cover = 2’ Total trench depth = 4’ 6’ spacing between trenches NMED Application rate = 2.0 SF/gpd, based on Type II soil Length dependent on available area Absorption credit = 7 SF/LF

Trench sizing and spacing is based on NMAC standards for low pressure pipe and gravity pipe dosing systems.

3. Method

Two methods were compared.

Calculation Sheet

Project No. DB23.1049 Date 4/21/2023

Subject Calculate required size of leach field Sheet 2 of 3

By Nate Arnold Checked By Jennifer Hill Calculation No. 1

DB23.1049 | 1_PerfPipe_LeachField.docx 2

Method 1: From NMAC 20.7.3.703, the application rate is determined based on Soil Type. The total area required was determined based on 6’ between trenches for the westbound rest area and 2’ between trenches for the eastbound rest area.

Method 2: The measured percolation rate is used to determine an application rate.

Method 1 produces a more conservative results, and therefore the results below are based on Method 1.

4. Solution

Eastbound Rest Area:

6,000 SF absorption area required 1,200 LF of pipe minimum (based on 5 SF/LF absorption credit, per NMED standards) 8 trench lines 150’ length 1200 LF of pipe 2 feet between trenches Dimensions = 150’ x 26’ (total area 3,900 SF)

Westbound Rest Area:

6,000 SF absorption area required 860 LF of pipe minimum (based on 7 SF/LF absorption credit) 8 trench lines 110’ length 880 LF of pipe, rounded up based on trench length Dimensions = 110’ x 66’ (total area 7,260 SF)

Existing Conditions:

Q = 3,000 gpd Maximum daily flow

Assumed dimensions of proposed disposal field trench linesa,b

1.5 feet wide 150 feet long

1 feet gravel depth 1 feet min pipe cover 2 feet total depth 5 Absorption credit (SF/LF)d

375 ft2 absorption area per trench

Method: Two methods will be compared, one from the NMED and the other from EPA.

NMED Method From NMED reference the Absorption Area(AA) is calculated with this equation based on the soil type:

AA = Q x AR (equation 1) where AR = application rate in ft2/gal/day given in table below, Q is daily flow in gpd given above

Soil Type Application Rate Ia 1.25 Ib 2

II 2

III 2

Find the absorption area based on Application Rate from NMAC 20.7.3.703 Table 703.1:

Application Total Required Total # of Total Footprint of leachfield Rate Absorption Area Trench Lines

(ft2/gal/day) ft2 ft2 Acres Min. Length of Pipe (ft)

2.00 6,000 8.0 3,900 0.09 1200 150 x 26

EPA Method

The absorption area is found with this method by dividing the average daily flow rate by the application rate.

Based on Application Rate from EPA Table 7-2 a :

Total Required Total # of Total Footprint of leachfield

Absorption Area Trench Lines (gpd/ft2) ft2 ft2 Acres Min. Length of Pipe (ft)

1.2 2,500 7 3,375 0.1 500.0 150 x 23

Source: USEPA Design Manual Onsite Wastewater Treatment and Disposal Systems, 1980, Table 7-2, pg 214.

bSource: New Mexico Environment Department (NMED) Liquid Waste Disposal Regulations (NMAC 20.7.3, 9/1/13) cSource: LW 703J Drainfield Size Credits for Trench Pipe and Gravel Dimensions 190509 mb DSource: NMAC 20.7.3.807 Low Pressure Disposal Systems

Dimensions (ft)

This is a calculation to determine the area and materials needed to construct a subsurface disposal system for the liquid waste disposal field at Anton Chico Eastbound Rest Area.

Calculation: Daily flow in gallons per day of liquid waste, find the area and materials quantities for a subsurface soil disposal field.

(2' between trenches) Dimensions (ft)

From the EPA reference, the AA is calculated using the measured percolation rate to find an application rate from Table 7-2, page 214. For the measured percolation rate of 4.7 minutes/inch, an aplication rate of 1.2 gpd/ft2 was used.

(6' between trenches)

Coarse Sand or up to 30% gravel Medium Sand, Loamy Sandy

Sandy Loam, Fine Sand, Loam Silt, Silt Loam, Clay Loam, Silty Clay

Loam, Sandy Caly Loam

Soil Texture

\\ss6abq\DataS\Projects\DB23.1049_NMDOT_Anton_Chico_Water-WW\Engineering\Calculations\Leach Field\1_Anton Chico_Leach field calcs (perforated pipe) DRAFT

Existing Conditions:

Q = 3,000 gpd Maximum daily flow

Assumed dimensions of proposed disposal field trench linesa,b

3 feet wide 110 feet long

2 feet gravel depth 2 feet min pipe cover 4 feet total depth 7 Absorption credit (SF/LF)c

660 ft2 absorption area per trench

Method: Two methods will be compared, one from the NMED and the other from EPA.

NMED Method From NMED reference the Absorption Area(AA) is calculated with this equation based on the soil type:

AA = Q x AR (equation 1) where AR = application rate in ft2/gal/day given in table below, Q is daily flow in gpd given above

Soil Type Application Rate Ia 1.25 Ib 2

II 2

III 2

Find the absorption area based on Application Rate from NMAC 20.7.3.703 Table 703.1:

Application Total Required Total # of Rate Absorption Area Trench Lines

(ft2/gal/day) ft2 ft2 Acres Min. Length of Pipe (ft) Actual Length of Pipe (ft)

2.00 6,000 8.0 7,260 0.17 860 880 110 x 66

EPA Method

The absorption area is found with this method by dividing the average daily flow rate by the application rate.

Based on Application Rate from EPA Table 7-2 a :

Total Required Total # of Total Footprint of leachfield

Absorption Area Trench Lines (gpd/ft2) ft2 ft2 Acres

1.2 2,500 4 3,300 0.1 110 x 30 aSource: USEPA Design Manual Onsite Wastewater Treatment and Disposal Systems, 1980, Table 7-2, pg 214.

bSource: New Mexico Environment Department (NMED) Liquid Waste Disposal Regulations (NMAC 20.7.3, 9/1/13) cSource: LW 703J Drainfield Size Credits for Trench Pipe and Gravel Dimensions 190509 mb

Dimensions (ft)

This is a calculation to determine the area and materials needed to construct a subsurface disposal system for the liquid waste disposal field at Anton Chico Westbound Rest Area.

Calculation: Daily flow in gallons per day of liquid waste, find the area and materials quantities for a subsurface soil disposal field.

Soil Texture Coarse Sand or up to 30% gravel

Medium Sand, Loamy Sandy Sandy Loam, Fine Sand, Loam

Silt, Silt Loam, Clay Loam, Silty Clay Loam, Sandy Caly Loam

Dimensions (ft)

From the EPA reference, the AA is calculated using the measured percolation rate to find an application rate from Table 7-2, page 214. For the measured percolation rate of 3.9 minutes/inch, an aplication rate of 1.2 gpd/ft2 was used.

(6' between trenches)

Total Footprint of leachfield (6' between trenches)

\\ss6abq\DataS\Projects\DB23.1049_NMDOT_Anton_Chico_Water-WW\Engineering\Calculations\Leach Field\1_Anton Chico_Leach field calcs (perforated pipe) DRAFT

LW 703J Drainfield Size Credits for Trench Pipe and Gravel Dimensions 190509 mb

1’

0.5’

2’ 3’

2 sf/lf 3 sf/lf 4 sf/lf

1’

1’

2’ 3’

3 sf/lf 4 sf/lf 5 sf/lf

3’ 1’

1.5’

2’

4 sf/lf 5 sf/lf 6 sf/lf

Depth of Gravel below pipe

Depth of Gravel below pipe

Depth of Gravel below pipe

Credit for Sizing, square feet per linear foot (sf/lf) for trench with pipe and gravel

Maximum credit allowed of 7sf /lf

TRENCH WIDTH

Maximum 3’

20.7.3.703 DESIGN; AREA OF DISPOSAL FIELD AND SEEPAGE PITS:

J. Disposal trenches:

(1) The total absorption area shall be calculated utilizing the total trench bottom and sidewall area below the distribution pipe.

(2) The total absorption area shall not exceed seven square feet per linear foot of trench.

(3) A minimum of 300 square feet of absorption area shall be provided for each system exclusive of any hard pan, caliche, rock, clay or other impervious formations.

Minimum depth of gravel below pipe 6”

5’ MINIMUM

4’ MINIMUM

4’ MINIMUM

5’ MINIMUM

4’ MINIMUM

4’ MINIMUM

TRENCH WIDTH

Minimum 1’

LW 703J Drainfield Size Credits for Trench Pipe and Gravel Dimensions 190509 mb

3’

3’

7 sf/lf

1’ 2’

7 sf/lf

3’ 1’

2’

2’

5 sf/lf 6 sf/lf 7 sf/lf

7 sf/lf

3’ 1’

2.5’

2’

6 sf/lf 7 sf/lf 7 sf/lf Depth of

Gravel below pipe

Depth of Gravel below pipe

Depth of Gravel below pipe

Credit for Sizing, square feet per linear foot (sf/lf) for trench with pipe and gravel

Maximum credit allowed of 7sf /lf

TRENCH WIDTH

Maximum 3’

20.7.3.701 DESIGN; CONVENTIONAL DISPOSAL FIELD; DESIGN AND CONSTRUCTION:

Maximum depth of gravel below pipe 3’ 8’ MINIMUM

7’ MINIMUM

6’ MINIMUM

8’ MINIMUM

7’ MINIMUM

6’ MINIMUM

Attachment 2

Right-of-Way Maps

Attachment 3

90% Engineering Drawings

INCLUDED SEPARATELY

Attachment 4

Specifications

INCLUDED SEPARATELY

Attachment 5

Documentation of Flows

Anton Chico Ret Area Water Meter Data January 2023 to February 2021

Date Meter Reading Water Usage (gal) 1/31/2023 4358660 1/30/2023 4358120 540 1/29/2023 4357260 860 1/28/2023 4356210 1050 1/27/2023 4355220 990 1/26/2023 4354640 580 1/25/2023 4353800 840 1/24/2023 4353100 700 1/23/2023 4352300 800 1/22/2023 4351910 390 1/21/2023 4351150 760 1/20/2023 4350370 780 1/19/2023 4350030 340 1/18/2023 4349500 530 1/17/2023 4348120 1380 1/16/2023 4347520 600 1/15/2023 4346730 790 1/14/2023 4345740 990 1/13/2023 4344850 890 1/12/2023 4344120 730 1/11/2023 4343100 1020 1/10/2023 4342550 550 1/9/2023 4341460 1090 1/8/2023 4340600 860 1/7/2023 4339610 990 1/6/2023 4338520 1090 1/5/2023 4337410 1110 1/4/2023 4336500 910 1/3/2023 4335400 1100 1/2/2023 4334010 1390 1/1/2023 4332920 1090

12/1/2022 4300000 32920 11/30/2022 4300000 0 11/29/2022 4300000 0 11/28/2022 4299560 440 11/27/2022 4298070 1490 11/26/2022 4296450 1620 11/25/2022 4295350 1100 11/24/2022 4294570 780 11/23/2022 4293970 600 11/22/2022 4292420 1550 11/21/2022 4290000 2420 11/20/2022 4289610 390 11/19/2022 4288160 1450 11/18/2022 4286670 1490

Eastbound Rest Area

Eastbound Rest Area

11/17/2022 4285630 1040 11/16/2022 4284680 950 11/15/2022 4284000 680 11/14/2022 4283080 920 11/13/2022 4282150 930 11/12/2022 4280970 1180 11/11/2022 4279670 1300 11/10/2022 4278650 1020 11/9/2022 4277640 1010 11/8/2022 4277000 640 11/7/2022 4275860 1140 11/6/2022 4274870 990 11/5/2022 4273640 1230 11/4/2022 4272340 1300 11/3/2022 4271110 1230 11/2/2022 4269000 2110 11/1/2022 4268260 740

10/31/2022 0 10/28/2022 4266990 1270 10/27/2022 4265380 1610 10/26/2022 4263600 1780 10/25/2022 4262000 1600 10/24/2022 4260800 1200 10/23/2022 4259410 1390 10/22/2022 4257890 1520 10/21/2022 4256320 1570 10/20/2022 4254580 1740 10/19/2022 4253400 1180 10/18/2022 4251600 1800 10/17/2022 4250000 1600 10/16/2022 4248100 1900 10/15/2022 4247190 910 10/14/2022 4245120 2070 10/13/2022 4243170 1950 10/12/2022 4240320 2850 10/11/2022 4238820 1500 10/10/2022 4236800 2020 10/9/2022 4235400 1400 10/8/2022 4233290 2110 10/7/2022 4231610 1680 10/6/2022 4230930 680 10/5/2022 4228120 2810 10/4/2022 4226350 1770 10/3/2022 4225890 460 10/2/2022 4221100 4790

Eastbound Rest Area

10/1/2022 4218670 2430 9/30/2022 4216416 2254 9/29/2022 4213590 2826 9/28/2022 4211210 2380 9/27/2022 4209640 1570 9/26/2022 4207500 2140 9/25/2022 4205650 1850 9/24/2022 4204230 1420 9/23/2022 4202940 1290 9/22/2022 4201260 1680 9/21/2022 4200150 1110 9/20/2022 4199000 1150 9/19/2022 4198800 200 9/18/2022 4197600 1200 9/17/2022 4196100 1500 9/16/2022 4194500 1600 9/15/2022 4193460 1040 9/14/2022 4192280 1180 9/13/2022 4191130 1150 9/12/2022 4190310 820 9/11/2022 4189150 1160 9/10/2022 4188040 1110 9/9/2022 4186800 1240 9/8/2022 4185650 1150 9/7/2022 4184162 1488 9/6/2022 4183600 562 9/5/2022 4182850 750 9/4/2022 4181350 1500 9/3/2022 4180040 1310 9/2/2022 4178060 1980 9/1/2022 4177540 520

8/31/2022 4176410 1130 8/30/2022 4175320 1090 8/29/2022 4174000 1320 8/28/2022 4172240 1760 8/27/2022 4171920 320 8/26/2022 4170770 1150 8/25/2022 4169720 1050 8/24/2022 4168230 1490 8/23/2022 4167250 980 8/22/2022 4166250 1000 8/21/2022 4165640 610 8/20/2022 4164650 990 8/19/2022 4163450 1200 8/18/2022 4162530 920

Eastbound Rest Area

8/17/2022 4161350 1180 8/16/2022 4160320 1030 8/15/2022 4159450 870 8/14/2022 4158240 1210 8/13/2022 4156410 1830 8/12/2022 4155420 990 8/11/2022 4154300 1120 8/10/2022 4152880 1420 8/9/2022 4151970 910 8/8/2022 4150760 1210 8/7/2022 4149500 1260 8/6/2022 4147860 1640 8/5/2022 4146260 1600 8/4/2022 4144680 1580 8/3/2022 4143820 860 8/2/2022 4142750 1070 8/1/2022 4140840 1910

7/31/2022 4139550 1290 7/30/2022 4137760 1790 7/29/2022 4136290 1470 7/28/2022 4134830 1460 7/27/2022 4133250 1580 7/26/2022 4132400 850 7/25/2022 4130770 1630 7/24/2022 4129330 1440 7/23/2022 4127870 1460 7/22/2022 4126500 1370 7/21/2022 4125370 1130 7/20/2022 4124040 1330 7/19/2022 4123320 720 7/18/2022 4121860 1460 7/17/2022 4120600 1260 7/16/2022 4119060 1540 7/15/2022 4117600 1460 7/14/2022 4116330 1270 7/13/2022 4115270 1060 7/12/2022 4113260 2010 7/11/2022 4112960 300 7/10/2022 4111700 1260 7/9/2022 4110050 1650 7/8/2022 4108260 1790 7/7/2022 4106740 1520 7/6/2022 4105400 1340 7/5/2022 4103330 2070 7/4/2022 4102330 1000

Eastbound Rest Area

7/3/2022 4100510 1820 7/2/2022 4098970 1540 7/1/2022 4097000 1970

6/30/2022 4095380 1620 6/29/2022 4094020 1360 6/28/2022 4092620 1400 6/27/2022 4091320 1300 6/26/2022 4089910 1410 6/25/2022 4088290 1620 6/24/2022 4086750 1540 6/23/2022 4085200 1550 6/22/2022 4083990 1210 6/21/2022 4082920 1070 6/20/2022 4081950 970 6/19/2022 4080550 1400 6/18/2022 4079060 1490 6/17/2022 4077310 1750 6/16/2022 4075890 1420 6/15/2022 4074190 1700 6/14/2022 4072210 1980 6/13/2022 4071123 1087 6/12/2022 4070080 1043 6/11/2022 4068700 1380 6/10/2022 4067190 1510 6/9/2022 4065680 1510 6/8/2022 4064300 1380 6/7/2022 4063000 1300 6/6/2022 4061200 1800 6/5/2022 4059590 1610 6/4/2022 4058010 1580 6/3/2022 4056230 1780 6/2/2022 4054380 1850 6/1/2022 4053500 880

5/31/2022 4052100 1400 5/30/2022 4049780 2320 5/29/2022 4048250 1530 5/28/2022 4046460 1790 5/27/2022 4044500 1960 5/26/2022 4042920 1580 5/25/2022 4041390 1530 5/24/2022 4041200 190 5/23/2022 closed 0 5/22/2022 closed 0 5/21/2022 4037650 3550 5/20/2022 4035790 1860

Eastbound Rest Area

5/19/2022 4034230 1560 5/18/2022 4032670 1560 5/17/2022 4031280 1390 5/16/2022 4029970 1310 5/15/2022 4028590 1380 5/14/2022 4027130 1460 5/13/2022 4025600 1530 5/12/2022 4024320 1280 5/11/2022 4023020 1300 5/10/2022 4021550 1470 5/9/2022 0 5/8/2022 4018960 2590 5/7/2022 4017760 1200 5/6/2022 4016340 1420 5/5/2022 4014770 1570 5/4/2022 4013330 1440 5/3/2022 4012150 1180 5/2/2022 4010650 1500 5/1/2022 4009080 1570

4/30/2022 4007410 1670 4/29/2022 4005720 1690 4/28/2022 4004000 1720 4/27/2022 4002500 1500 4/26/2022 4001200 1300 4/25/2022 4000090 1110 4/24/2022 3998630 1460 4/23/2022 3997000 1630 4/22/2022 3995300 1700 4/21/2022 3993880 1420 4/20/2022 3992420 1460 4/19/2022 3991030 1390 4/18/2022 3989970 1060 4/17/2022 3988120 1850 4/16/2022 3986620 1500 4/15/2022 3984900 1720 4/14/2022 3983410 1490 4/13/2022 3981790 1620 4/12/2022 3980230 1560 4/11/2022 3976650 3580 4/10/2022 3976150 500 4/9/2022 3975010 1140 4/8/2022 3973950 1060 4/7/2022 3972160 1790 4/6/2022 3970630 1530 4/5/2022 3969210 1420

Eastbound Rest Area

4/4/2022 3967790 1420 4/3/2022 3965720 2070 4/2/2022 3963320 2400 4/1/2022 3961300 2020

3/31/2022 3959010 2290 3/30/2022 3957250 1760 3/29/2022 3955560 1690 3/28/2022 3954070 1490 3/27/2022 3952620 1450 3/26/2022 3951050 1570 3/25/2022 3949380 1670 3/24/2022 3947990 1390 3/23/2022 3946390 1600 3/22/2022 3945110 1280 3/21/2022 3943640 1470 3/20/2022 3941830 1810 3/19/2022 3939540 2290 3/18/2022 3937310 2230 3/17/2022 3935530 1780 3/16/2022 3933850 1680 3/15/2022 3932080 1770 3/14/2022 3931180 900 3/13/2022 3929380 1800 3/12/2022 3928230 1150 3/11/2022 0 3/10/2022 3926520 1710 3/9/2022 3925210 1310 3/8/2022 3922550 2660 3/7/2022 3921640 910 3/6/2022 3920520 1120 3/5/2022 3918720 1800 3/4/2022 3917320 1400 3/3/2022 3916080 1240 3/2/2022 3914870 1210 3/1/2022 3913500 1370

2/28/2022 3912150 1350 2/27/2022 3911000 1150 2/26/2022 3909620 1380 2/25/2022 3908510 1110 2/24/2022 3907370 1140 2/23/2022 3904670 2700 2/22/2022 3904600 70 2/21/2022 3904520 80 2/20/2022 3903250 1270 2/19/2022 3902040 1210

Eastbound Rest Area

2/18/2022 3900878 1162 2/17/2022 3899600 1278 2/16/2022 3898790 810 2/15/2022 3898000 790 2/14/2022 3897640 360 2/13/2022 3896640 1000 2/12/2022 3895910 730 2/11/2022 3894400 1510 2/10/2022 3892339 2061 2/9/2022 3891120 1219 2/8/2022 3889670 1450 2/7/2022 3888590 1080 2/6/2022 3887410 1180 2/5/2022 3886600 810 2/4/2022 3885290 1310 2/3/2022 3884540 750 2/2/2022 0 2/1/2022 3882940 1600

1/31/2022 3882100 840 1/30/2022 3880850 1250 1/29/2022 3879610 1240 1/28/2022 3878650 960 1/27/2022 3876320 2330 1/26/2022 3875800 520 1/25/2022 0 1/24/2022 3874690 1110 1/23/2022 3873620 1070 1/22/2022 3872490 1130 1/21/2022 3871400 1090 1/20/2022 3870400 1000 1/19/2022 3869300 1100 1/18/2022 3868220 1080 1/17/2022 3867010 1210 1/16/2022 3866020 990 1/15/2022 3864840 1180 1/14/2022 3863620 1220 1/13/2022 3862650 970 1/12/2022 3861900 750 1/11/2022 3860130 1770 1/10/2022 3859190 940 1/9/2022 3857490 1700 1/8/2022 3855920 1570 1/7/2022 3854810 1110 1/6/2022 3853530 1280 1/5/2022 3852190 1340

Eastbound Rest Area

1/4/2022 3850760 1430 1/3/2022 3849350 1410 1/2/2022 3847630 1720 1/1/2022 3846100 1530

12/31/2021 3844880 1220 12/30/2021 3842890 1990 12/29/2021 3841030 1860 12/28/2021 12/27/2021 3837910 3120 12/26/2021 3836350 1560 12/25/2021 3835400 950 12/24/2021 3834490 910 12/23/2021 3832850 1640 12/22/2021 3831060 1790 12/21/2021 3829480 1580 12/20/2021 3827980 1500 12/19/2021 3825900 2080 12/18/2021 3823910 1990 12/17/2021 3822170 1740 12/16/2021 3820630 1540 12/15/2021 3819240 1390 12/14/2021 3817970 1270 12/13/2021 3816921 1049 12/12/2021 3815450 1471 12/11/2021 3814180 1270 12/10/2021 3812860 1320 12/9/2021 3811580 1280 12/8/2021 3810130 1450 12/7/2021 3808780 1350 12/6/2021 3807520 1260 12/5/2021 3806201 1319 12/4/2021 3804790 1411 5/31/2021 3799880 4910 5/30/2021 3798210 1670 5/29/2021 3796220 1990 5/10/2021 3793630 2590 5/9/2021 3792380 1250 5/8/2021 3791010 1370 5/7/2021 3789690 1320 5/6/2021 3788430 1260 5/5/2021 3787270 1160 5/4/2021 3786040 1230 5/3/2021 3785010 1030 5/2/2021 3783780 1230 5/1/2021 3782370 1410

Eastbound Rest Area

4/30/2021 3780990 1380 4/29/2021 3779850 1140 4/28/2021 3778500 1350 4/27/2021 3777450 1050 4/26/2021 3776420 1030 4/25/2021 3775330 1090 4/24/2021 3773900 1430 4/23/2021 3772340 1560 4/22/2021 3770820 1520 4/21/2021 3769640 1180 4/20/2021 3768450 1190 4/19/2021 3767700 750 4/18/2021 3766210 1490 4/17/2021 3764610 1600 4/16/2021 3762910 1700 4/15/2021 3761680 1230 4/14/2021 3760550 1130 4/13/2021 3759480 1070 4/12/2021 3758500 980 4/11/2021 3757330 1170 4/10/2021 3755850 1480 4/9/2021 3753940 1910 4/1/2021 3752780 1160

3/31/2021 3751270 1510 3/30/2021 3749850 1420 3/29/2021 3748620 1230 3/28/2021 3747020 1600 3/27/2021 3745430 1590 3/26/2021 3744140 1290 3/20/2021 3743250 890 3/19/2021 3741260 1990 3/18/2021 3739250 2010 3/17/2021 3737870 1380 3/16/2021 3736640 1230 3/15/2021 3734900 1740 3/14/2021 3734010 890 3/13/2021 3732420 1590 3/12/2021 3730430 1990 3/11/2021 3729130 1300 3/10/2021 3727880 1250 3/9/2021 3727120 760 3/8/2021 3725810 1310 3/7/2021 3724630 1180 3/6/2021 3723450 1180 3/5/2021 3722060 1390

Eastbound Rest Area

3/4/2021 3720830 1230 3/3/2021 3719860 970 3/2/2021 3718600 1260 3/1/2021 3717680 920

2/28/2021 3716770 910 2/27/2021 3715780 990 2/26/2021 3714990 790 2/25/2021 3714140 850 2/24/2021 3713000 1140 2/23/2021 3712490 510 2/22/2021 3712350 140 2/21/2021 3711230 1120 2/20/2021 3710380 850 2/19/2021 3709590 790 2/18/2021 3708920 670 2/17/2021 3708550 370 2/16/2021 3708000 550 2/15/2021 3707420 580 2/14/2021 3706990 430 2/13/2021 3706480 510 2/12/2021 3705810 670 2/11/2021 3705060 750 2/10/2021 3704330 730 2/9/2021 3703720 610 2/8/2021 3703090 630 2/7/2021 3702350 740 2/6/2021 3701340 1010 2/5/2021 3700380 960 2/4/2021 3699610 770 2/3/2021 3699010 600 2/2/2021 3698100 910 2/1/2021 3697600 500

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