550007_Add-Info Response_20240119

Susta�inRNG
January 19, 2024
Ms. Christine B. Lawson
Engineer
Animal Feeding Operations
Division of Water Resources
North Carolina Department of Environmental Quality
512 North Salisbury Street
Raleigh, NC 27699
919.707.9129
Re: Additional Information Request
Application No. ADC550007
Beam Dairy
Dairy Manure to Renewable Natural Gas Anaerobic Digestion Project
Lincoln County, North Carolina
Dear Ms. Lawson,
We are pleased to submit the attached additional information as requested in the Additional
Information Request letter dated January 9, 2024 for the Beam Dairy Cattle Farm Digester Waste
Management System General Permit Application No. ADC550007. The additional information was
discussed during a January 9, 2024 call and site visit conducted January 16, 2024 for the proposed dairy
manure -to -renewable natural gas (RNG) anaerobic digestion (AD) facility to be located at Beam Dairy,
3058 Johnstown Road, Lincoln County, Cherryville, NC. In accordance with the Request, the following
items have been addressed for continued review of the permit application:
Permit Owner — The current permit, AWC550007, for the above referenced animal feeding
operation, Beam Dairy, is issued to Mr. John Beam. Mr. Beam is the owner/permittee. The
application form lists SRNG-Beam, LLC as the owner. The Farm Digester System cannot be
permitted separately from the animal feeding operation. Please clarify the ownership and
provide either an updated application for with Mr. Beam's information and signature or change
of ownership documentation.
Response: Revised application page with Mr. John Beam listed as owner/permittee and
signed accordingly included as Attachment 1.
Property Ownership — it appears that the proposed digester location is on a separate parcel with
separate ownership. Please clarify. If the parcel is under separate ownership, please provide a
copy of any lease agreement or easement.
Response: The digester will be located on Lincoln County North Carolina Tax Parcel ID
M6749 (PIN 2691295249) owned by Beam Dairy LLC. Beam Dairy is located across
parcels with ownership listed as Beam Dairy LLC and Beam Landholding LLC. Beam Dairy

Sust ainRNG
LLC is owned by Mr. John Beam and the operating dairy. The tax map is included as
Attachment 2 with a related lease agreement.
Biogas Use as a Renewable Energy Resource — Session Law 2023-63 (2023 Farm Act) requires
that the gases collected by a farm digester system begin to be used as a renewable energy
resource as quickly as feasible, but no later than within six months of the collection of gases.
Until the gases are being used as a renewable energy resource the gas shall be flared rather than
vented.
Response: Confirmed. A flare will be located at the project site to flare
biogas/renewable natural gas until ready for loadout to trucks for injection to a pipeline
to be used as a renewable energy source. The flare P&ID is included as Attachment 3.
A proposed schedule for gas production and utilization is also included.
Gas Generation Estimate — Please submit an estimate for the daily volume of biogas to be
generated by the proposed Digester.
Response: A Startup and Commissioning Plan (O&M Plan) is included as Attachment 4.
The Plan includes gas production estimates.
Site Map — Please provide a clearer site map for the facility including existing and proposed
structures. Please include locations of well, emergency flare, biogas upgrading system, and
biogas transfer station. Indicate all applicable setbacks (i.e., 100 feet from well). The drawings
22301-G-100 and 223100-G-110 are difficult to read.
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail with better resolution than the printed hard copies.
Utilities — Please provide a diagram/map indicating location of utilities, especially overhead
utilities, with respect to the farm digester system. Please confirm that flare locations comply
with appropriate setbacks for utilities.
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail with better resolution than the printed hard copies. Overhead
power and utilities are shown. Previous relocation plan is also included.
100-Year Floodplain — Please provide a map showing the location of the farm digester system
and the 100-year floodplain. No component of a farm digester system may be constructed in
the 100-year floodplain.
Response: Floodplain maps reflecting location of the digester in Zone X are included as
Attachment 6.
Reception Pit Overflow — Please verify that the design for the reception pit includes overflow
protection and that any overflow would go to the waste lagoon.

SustinRN
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail with better resolution than the printed hard copies. Pit
overflow goes to the existing pond.
Condensate — Please indicate intended disposal of condensate from the biogas upgrading
system.
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail with better resolution than the printed hard copies.
Condensate goes to the existing pond.
Secondary Containment — Is secondary containment planned for any part of the farm digester
system? With the proximity to surface waters and the municipal water intake downstream, you
are strongly encouraged to consider the use of secondary containment for the reception pit and
any other areas you deem appropriate.
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail with better resolution than the printed hard copies. Manure
overflows from the digester system are designed to flow to the existing pond.
Leachate/Waste Milk — Will silage leachate and/or waste milk be introduced to the digester
system? If so, into which structure — digester or lagoon?
Response: Silage leachate and waste milk are not planned for processing in the digester.
Waste milk and silage leachate will follow current management practices and/or would
flow to the pond and not the digester.
Safety — Please provide specifications regarding safety. Will there be biogas pressure release
valves? What precautions are being taken with respect to hydrogen sulfide? Please include
information regarding safety signage.
Response: A Startup and Commissioning Plan (O&M Plan) is included as Attachment 4.
The Plan includes safety for H2S. Signage will follow NRCS 366 and applicable standards.
Pressure relief devices are shown on the P&IDs.
Influent/Effluent Sampling — Please indicate location for sampling of influent to and effluent
from each digester.
Response: A Startup and Commissioning Plan (O&M Plan) is included as Attachment 4.
The Plan includes locations for applicable sampling.
Operation and Maintenance (O&M) Plan —The O&M Plan should be updated for the new farm
digester system. Please refer to NC NRCS Standard 366-Anaeorbic Digester for the minimum
information to include. As noted in our discussion today, the O&M Plan should address any new
areas for routine inspection by the operator; the specific example from our conversation today
was to checking diversions and stormwater flows for signs of erosion or overflow into waste
structures. Checking drains and overflow pipes is also recommended. O&M Plan should also
address any safety concerns and methods related to the farm digester system.

SustaAlinRNG
Response: A Startup and Commissioning Plan (0&M Plan) is included as Attachment 4.
Odor Control Checklist — Thank you for including your Odor Control Checklist. The Cattle Odor
Control Checklist Form was updated in 2023. While not required, you are strongly encouraged
to utilize the updated form. I am enclosing a copy for your convenience.
Response: Received. The updated form will be utilized as necessary.
Air Quality Permitting — Please provide information regarding any Air Quality permits, and/or
applicability determinations regarding this project. Please provide information about if
applications have been filed, permits (if issued), and/or results of an applicability determination.
This includes any permits for the Biogas Upgrading System
Response: A Permitting Applicability Determination letter dated January 9, 2024 from
the Division of Air Quality indicating that the facility is exempt from permitting is
included as Attachment 7.
Please include the expected timeline regarding construction of digester system and utilization
of gas as a renewable energy resource. Please confirm that timeline also complies with Session
Law 2023-63.
Response: A proposed schedule for construction, gas production, and utilization is also
included in Attachment 3.
Please verify a flare would be available and used if necessary for compliance with Session Law
2023-63.
Response: Confirmed. A flare will be located at the project site to flare
biogas/renewable natural gas until ready for loadout to trucks for injection to a pipeline
to be used as a renewable energy source. The flare P&ID is included as Attachment 3.
A proposed schedule for gas production and utilization is also included.
During the site visit on January 16, 2024, additional detail was requested regarding the digestate
piping design and construction associated with the digestate line into the pond in order to
ensure that erosion or other destabilizing mechanisms were addressed with an anti -seep collar.
Response: Electronic versions of the figures are included as Attachment 5 which should
provide requested detail for the anti -seep collar for piping into the pond.
Please do not hesitate to contact us if you have any questions or need any additional information.
Best Regards,
p.p Charles Kontz, SRNG-Beam, on behalf of Beam Dairy

SustainRNG
Attachments
cc: Mr. Darrell Hill, SustainRNG
Mr. Josh Cunningham, Cunningham & Associates
Mr. Charles Kontz, SustainRNG

Attachment 1
Revised Farm Digester Application Form

R
GENERAL INFORMATION:
1.1 Facility name: Beam Dairy
1.2 Print Owner's name: John P Beam IV
1.3 Mailing address: 3058 Johnstown Rd.
City, State: Cherryville, NC Zip: 28021
Telephone (include area code): ( 704 ) 300 - 9642 Fax: (_) -
Email: jpbeam4(c_yahoo.com
• Physical address: 3025 Johnstown Rd.
City, State: Cherryville, NC Zip: 28021
Telephone number (include area code): ( 704 ) 300- 9642
Latitude 35.427127729303030' Longitude-81.37595796987598' (Decimal Degrees from Google Earth)
1.5 County where facility is located: Lincoln
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Hwy 321 in
Licolnton take exit 24 W onto NC-27 W/NC-150 for 1.8 miles. Turn right onto W Main St for 0.3 miles. Continue to
NC-27 W for 0.9 mi. Sharp left towards NC-182 W for 100 ft then turn right onto NC-182 W for 5.7 mi. left onto
Johnstown Road for 2.2 mi
1.7 Farm Manager's name (if different from Landowner): Same_
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): N/A
1.9 Facility's original start-up date: 1990 Date(s) of facility expansion(s) (if applicable): 2000, 2006, 2019
1.10 Design Contact name: Michael Shepherd Phone [phone]_Email:
OPERATION INFORMATION:
• Facility number: 55-0007
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which
the current swine waste management system is permitted.
Tyne of Swine No. of Animals Tune of Poultry No. of Animals Tyne of Cattle No. of
Wean to Feeder
Layer
Beef Brood Cow
Feeder to Finish
Non -Layer
Beef Feeder
Farrow to Wean (# sow)
Turkey
Beef Stocker Calf
Farrow to Feeder (# sow)
Turkey Poults
Dairy Calf 100
Farrow to Finish (# sow)
Dairy Heifer 70
Wean to Finish (# sow)
Dry Cow 250
Gilts
Milk Cow 1400
Boar/Stud
Other Type of Livestock on the farm:
No. of Animals: 1820

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the
application
system): 632.5
Acres
Required Acreage (as listed in the CAWMP): 210
Acres
Existing Application Area (pre -construction): 632.5
Acres
Proposed Application Area (post -construction): 632.5
Acres
Is there a change to the existing WUP?
YES or NO (circle one)
Is the Existing WUP attached?
YES or NO (circle one)
Is the New (if applicable) WUP attached? NA
YES or NO (circle one)
List and Describe all Storage/Treatment Structures Below:
• DIGESTER or other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
Existing.
Name of
Type of
Type of
Ttl Capacity
p
Re 'd Capacity
q
Unit Type
(Y/1)
Treatment
Liner
Surface Area
Cover
(cu. Ft.)
(cu.ft.)
Unit
Material
Material
N
DVO
11,664
186,624
NA
Plu flow
Y
Screw
NA
NA
NA
Press
N
DAF
172.5
6,154.76
NA
a.1 Are engineering designs, drawings, specifications, and details attached? YES or NO (circle
one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(Y/N)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
1Lower
Y
16,610.5
156,132
2Upper
Y
36,985.3
327,452
3-Field
Y
38,186.4
376,893
MRP
Y
Other
400
7,185
Total
867,662
755,898
2.5 Are KNOWN subsurface drains present within 100' of any application fields?
one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system?
one)
• Does this facility meet all applicable siting requirements?
YES or NO (circle
YES or NO (circle
YES or NO (circle one)
• Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down
menu box)
Pump Station or
Minimum Pump
Plan Sheet
Location
Gravity
pipe Size
Ca aci
Reference
GPM
TDH
Pump Station
6-in
264
11
22301 -G-100
P-001

Pump Station
6-in
264
11
22301-G-100
P-001
22301-G-100
Pump Station
6-in
264
11
P-001
22301-G-100
Pump Station
6-in
264
11
P-001
22301-G-100
Pump Station
6-in
43
11
P-001
22301-D-002
Pump Station
3-in
43
11
DO1-00047-04
P-003
22301-D-002
Pump Station
3-in
43
11
D01-00047-04
P-003
Permit AWC55-
0007-1
Pump Station
4-in
264
11
22301-G-100
22301-D-002
DO1-00047-04
P-003
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to
each item.
Applicant's
Initials
3.1 One completed and signed original of the application for Digester Animal Waste
Management System Application
Form. JPB
3.2 A general location map indicating the location of the animal waste facilities and field
locations where animal waste is land applied and a county road map with the location of
the facility
indicated. JPB
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations. NA -NOT A SWINE
OPERATION
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks,
state parks, historic properties, or childcare centers >_ 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries >_ 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells >_ 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers
located within 75 feet of waste application areas.

3.3.6 The map shall show the location of any property boundaries and perennial
streams, or rivers located within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
JP
B
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
• A detailed narrative of the Farm Digester Animal Waste Management System. JPB
3.6 A copy of the CAWMP which must include the following components. Some
of these components may not have been required at the time the facility was
initially certified but must be added to the CA TrTlMP for permitting purposes: JPB
• The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility
• The method by which waste is applied to the disposal fields (e.g., irrigation,
injection, etc.)
• A map of every field used for land application
• The soil series present on every land application field
• The crops grown on every land application field
• The Realistic Yield Expectation (RYE) for every crop shown in the WUP
• The PAN applied to every application field
= The waste application windows for every crop utilized in the WUP
The required MRCS Standard Specifications
• A site schematic
• Emergency Action Plan
• Insect Control Checklist with chosen best management practices noted
• Odor Control Checklist with chosen best management practices noted
• Mortality Control Checklist with the selected method noted
3.6.1 S Lagoon/storage pond capacity documentation (design, calculations, etc.); please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility
• Site Specific Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional
components with your submittal. (Composting, waste transfers, etc.)
4. EN INEER' S CERTIFICATION:
I t � 3k, V/- (P.E. representing Owner's name
listed in question 1.2), attest that this appli
has been reviewed by me and is accurate a
parts of this application are n a,t completed
included, th' p i ion ae ge ill be

��
(Facility name listed in question 1.1)
complete to the best of my knowledge. I understand that if all required
Iffiat if #11 required supporting information and attachments are not
incomplete.
DateE

5. FARM OWNER/PERMITTEE CERTIFICATION:
I, John P. Beam (Owner/Permittee name listed in question 1.2), attest that this application for
Beam Dairy (Facility name listed in question 1.1) has been reviewed by me and is accurate
and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that
if all required supporting information and attachments are not included, this application package will be returned as incomplete.
Cinnofi.ra
—Date 1-12-24
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I,
(Manager's name listed in question 1.7), attest that
this application for (Facility name listed in
question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: [e-mail]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part
of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow
toward) in which this animal waste management system will be operated must be determined by the appropriate DWR
regional office. Therefore, you are required, prior to submittal of the application package, to submit this form, with
items 1 through 6 completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6
of 6). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map
which shows the location of this animal waste application system and the downslope surface waters in which they will be
located. Identify the closest downslope surface waters on the attached map copy. Once the regional office has

completed the classification, reincorporate this completed page and the topographic map into the complete
application form and submit the application package.
7.1 Facility Name & Number:
7.2 Name & complete address of engineering firm:
Telephone: ( )
Email:
7.3 Name of closest downslope surface waters:
Fax: ( )
7.4 County(ies) where the animal waste management system and surface waters are
7.5 Map name and date:
7.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has
been constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
DIVISION OF WATER RESOURCES REGIONAL OFFICES (4/2020)
Date:

Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC
28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery
Macon
Beaufort Jones
Chatham Nash
Buncombe
Madison
Bertie Lenoir
Durham Northampton
Burke
McDowell
Camden Martin
Edgecombe Orange
Caldwell
Mitchell
Chowan Pamlico
Franklin Person
Cherokee
Polk
Craven Pasquotank
Granville Vance
Clay
Rutherford
Currituck Perquimans
Halifax Wake
Graham
Swain
Dare Pitt
Johnston Warren
Haywood
Transylvania
Gates Tyrell
Lee Wilson
Henderson
Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS SupervisorMooresville Regional WQROS Supervisor Wilmington Region WQROS
Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Lincoln
Cabarrus Mecklenburg
Catawba Rowan
Cleveland Stanly
Gaston Union
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

Attachment 2
Tax Parcel Map
Lease Agreement

Lincoln County, NC
Office of the Tax Administrator, GIS Mapping Division
Lincoln County and its mapping contractors assume no legal responsibility for
the information contained on this map. This map is not to be used for land
conveyance. The map is based on NC State Plane Coordinate System 1983 NAD.
Date: 1/16/2024
K•
10830
1287 M 649
f
YY�ry� 10519 "4 I ��•Y � � �'`^'k i � •�. 5
ff
f
51287 `
7.17
M1313
t
4
Parcel ID
M649 Owner
BEAM DAIRY LLC
Map
2691 Mailing
3058 JOHNSTOWN RD
Account
0210211 Address
CHERRYVILLE,NC 28021-9163
Deed
1111 111 Last Transaction Date
06/28/2019 Sale Price $0
Plat
Subdivision
Lot
Land Value
$0 Improvement Value
$12,789 Total Value $12,789
Previous Parcel
-----All values for Tax Year
2023 -----
Description
1987 14 X 72 FLEETWOOD
Deed Acres 0
Address
2822 JOHNSTOWN RD
Tax Acres 0
Township
HOWARDS CREEK
Tax/Fire District CROUSE
Main Improvement
MANUFACTURED HOME
Value $12,789
Main Sq Feet
1008 Stories
1 Year Built 1987
Zoning District Calc Acres Voting Precinct Calc Acres
Watershed
Not in a watershed Sewer District
Census County Tract Block
Not in a watershed
Flood Zone Description Panel
Not in a Floodzone

BK 3240 PG 173 - 176 (4) DOC# 665651
This Document eRecorded: 04/06/2023 04:07:31 PM
Fee: $26.00 DocType: M/LSE Tax: $0.00
Lincoln County, North Carolina
Danny R. Hester, Register of Deeds
MEMORANDUM OF LEASE
PREPARED BY AND RETURN TO:
Sustain RNG, LLC
c/o James W. Wallace, Esq.
1447 South Tryon St.
Ste, 301
Charlotte, NC 28203
STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
This Memorandum of Lease is entered into this 31 st day of March, 2023, by and between
Beam Landholding, LLC, a North Carolina limited liability company ("Lessor') and SRNG-
Beam, LLC, a Delaware limited liability company ("Lessee'), pursuant to which Lessor has
demised to Lessee, and Lessee has accepted such demise from Lessor pursuant to a Lease
Agreement dated March 30, 2023 (the "Commencement Date"), as may be amended from time to
time (the "Lease").
Leased Property: A portion of 3058 Johnstown Road, Cherryville, NC 28021, which
is more particularly described on Exhibit A attached hereto and made a part hereof.
2. Initial Term: The initial term of the Lease, shall commence on the Commencement
Date and shall expire fifteen (15) years after the Commercial Operation Date (as
defined in the Lease), unless sooner terminated as set forth in the Lease.
3. Renewal terms: Two (2) additional periods of Five (5) years each.
4. Easements: Lessor grants Lessee certain easements on the Leased Property for access,
construction, utilities, maintenance, repair, replacement, and other related uses, as are
-more-fully-set forth in the -Lease.
The purpose of this Memorandum of Lease is to give reebrd notice of the Lease and of the
rights created thereby, all of which are hereby confirmed and alf terms of which are incorporated
into this Memorandum of Lease by reference, including the defined terms of the Lease.
submitted electronically by "The Deaton Law Firm, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Lincoln County Register of Deeds.

BK 3240 PG 174 DOC# 665651
This Memorandum of Lease may be executed in any number of counterparts, each of which
shall constitute an original and all of which, when taken together, shall constitute one instrument.
IN WITNESS WHEREON, the parties have executed this Memorandum of Lease as of the
date first above written.
LESSOR:
Beam Landholding, LLC
' �,
Title:..�
STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
I, the undersigned, a Notary Public of the State and County aforesaid, do hereby certify
that �a�j() P {3 , 9 V , the lylttb ] M v [insert title] of
4 hQ f L , CLL personally appeared before me his day and acknowledged the due
execution of the foregoing instrument for the purpose stated therein and in the capacity indicated.
Witness my hand and official stamp or seal this day of l , 20C3

[AFFIX NOTARY SEAL - NOTE THAT SEAL MUST BE FULLY LEGIBLE]

BK 3240 PG 175 DOC# 665651
LESSEE:
SRNG-Beam, LLC
By•
N Ge73­4n es W. IV a ace
Ti ' e President
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, the undersigned, a Notary Public of the State and County aforesaid, do hereby certify
that James W. Wallace, the Vice President of SRNG-Beam, LLC personally appeared before me
this day and acknowledged the due execution of the foregoing instrument for the purpose stated
therein and in the capacity indicated.
Witness my hand and official stamp or seal this 30th day of March, 2023.
Aak*
A
RANDEE S COHEN tary Public
NOTARY PUBLIC (official signature of Notary)
Mecklenburg County
North Carolina
My Commission Expires August 29, 2027
Ir-
(Official Seal)
Randee S. Cohen
(Notary's typed or printed name)
My commission expires:August 29, 2027
[AFFIX NOTARY SEAL - NOTE THAT SEAL MUST BE FULLY LEGIBLE]

BK 3240 PG 176
DOC# 665651
EXHIBIT A
The Project Site is located within a parcel of real property more particularly described in Deed
Book 2379, Page 744 of the Lincoln County Register of Deeds and visually identified by the red
dashed bordered area in the pictorial below. The Project Site location is centered at 35.4271301
North,-81,3771618 West.
THIS MAP MAY NOT BE A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS AND
HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH
RECORDING REQUIREMENTS FOR PLATS.

Attachment 3
Flare MID
Project Schedule

VAPOR INLET VAPOR INLET
3"
*FA3
IGNITION PANEL
(MODEL: DSI)
NOTES:
1. NO POCKETS
2. 300 BTU/SCF MIN
* SUPPLIED BY HERO FLARE
REV

SRNG-Beam Schedule Gantt Sustain RNG
1447 South Tryon Street,
Suite 301
SustainRNG Charlotte 28203
SRNG-Beam
3058 Johnstown Road
Cherryville 28021
Exported on: 1/15/2024 at 8:02 PM EST Page 1 of 1 Data Updated: 10/2/2023

Attachment 4
Startup and Commissioning Plan (O&M Plan)

Sust �inRN� SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
EXECUTIVE SUMMARY
This document provides a succinct narrative for commissioning and startup activities for
the Beam Dairy Anaerobic Digestion and Renewable Natural Gas production. The scope of the
Commissioning activities covered by this document includes the following systems:
• Explanation of purpose and Process
• Overall Process Flow
• Equipment provided
• Automation provided
• Activities and sequenced needed to put system into operation.
• Instructions for specialized steps.
• Theory of operation and biochemical principles are provided in a separate Operations and
Maintenance Manual.
Page 1 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
I) Introduction:
A) Purpose: In a Concentrated Animal Feeding Operation (CAFO) such as the modern dairy farm, the amount of cow manure generated is
substantial and must be properly handled and disposed in order to maintain the necessary hygienic conditions in the barn areas. This
project will use anaerobic digestion to convert all of the manure at the Beam Dairy, 3058 Johnstown Road, Cherryville, Lincoln County,
North Carolina, into biogas which can be purified for injection into the gas grid as "Renewable Natural Gas," abbreviated as RNG. The
process flow diagram is shown in figure 1. The project location and site plan are shown in figures 2 and 3, respectively.
As of September, 2022 the Beam farm has Holstein Lactating Cows, Jersey Lactating Cows, and 100 dry cows for a total of 1700 cows.
The manure generated by the herd is equivalent to 1650 wet cows An engineering Mass and Energy Balance (MEB) has been prepared
and the calculations predict that the project will generate energy in the following quantities:
1)
Biogas production:
179,543
scfd (standard cubic feet per day)
2)
Biogas production:
125
scfm (standard cubic feet per min)
3)
Methane (CH4) production:
75
scfm (standard cubic feet per min)
4)
Methane (CH4) production:
103,643,398 MMBtu/Day (million BTU per day)
5)
Methane (CH4) Per cow basis:
0.063
MMBtu/Day/Cow
B)
The project consists of two (2) major subsystems:
Page 2 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
1) The anaerobic digester (AD) is provided by DVO Inc of Chilton, Wisconsin https://www.dvoinc.com/ The DVO digester is an
inground concrete rectangular tank operated as a plug -flow reactor. (Plug flow moves from inlet to outlet without changing direction.
The plug flow technology is robust and simple to operate.) The AD encloses the biological process which breaks down manure and
produces biogas — a mixture of methane, carbon dioxide and small amounts other gases. The methane is the intended product and the
other gases are impurities.
2) The biogas upgrade system (BUS) is provided by Galileo Technologies of Middlesex, NJ https://www.,galileoar.com/us/about-us-2/
The BUS separates the methane from the other gases and compresses the methane to high pressures for transportation to an offsite
location where it can be injected into the gas grid.
3) Construction: DVO and Galileo each provide equipment and support the construction, installation and startup of operations.
4) Start-up will consist of testing every piece of equipment in a logical sequence and then slowly running equipment simultaneously to
enable all processes to operate together. When all equipment is operating as a system the loading will be increased until full loading is
achieved. The system will be monitored for performance parameters.
C) Interim Operations: The biological process of anaerobic digestion can be started and operated independently of the purification process to
generate RNG. The biological process is more complex and requires more operator attention so it will be started first at a low rate and then
increased to a level where the RNG purification can be started. The biological process has a turnup/turndown range of 0-100% The
Galileo biogas Upgrade system has a turnup/turndown range of 50-100%.
D) Through the dairy optimization process, not only is energy created, but targeted nutrients are conserved, and the water used in the process
is recycled for continual use on the farm, creating a closed cycle sustainable operation allowing for the dairy to be in harmony with the
environment. The effluent (digestate) remaining after energy recovery is essentially unchanged with regard to the quantity of liquid but the
total nutrients contained in the liquid will be substantially lower following post AD treatment. With the phosphorus removal treatment
aspect of the post AD treatment, the fertilizer value of the digestate is improved for nearby field application. The digestate also has much
lower associated odor than the undigested manure.
E) The content of this document assumes that the facility construction is performed by individuals competent in the relevant trades and the
commissioning and startup staff are professional technicians with relevant education and training and career experience in the operation
and maintenance of systems for treating water, wastewater, manure, etc. Therefore, the content of this manual will be adequate for such
Page 3 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
professional staff while omitting extraneous detail and avoiding verbosity.
II) Resources: Commissioning and Start-up of the system will be carried out under the direction and approval of SRNG staff, coordinated by the
following resources:
A) Owner — Sustain RNG — personnel and responsibility:
1) Rick Wilcox - CEO
2) Jamie Wallace - Chief Legal Officer
3) Charles Kontz - Strategy & Development Manager
4) Randee Cohen - Administration
5) Danny Hertz — Gas Assets
B) Beam Dairy Farm
C) Contractors and Project Manager — Global Construction Group, LLC
1) Electrical & Instrumentation Subcontractor —
D) Manufacturers' Representatives.
1) DVO Inc.
2) Galileo Technologies
E) Consultants reporting to Sustain RNG and responsibility:
1) Bob Hickey; Bob.Hickeyksustainrng com; 585-746-2866; Lead AD
2) Mike Shoemaker; Mike. Shoemaker(c�r�,sustainrng com; [phone]; Lead AD
3) Mike Hickey; mike.hickagsustainrnacom; 517-281-2965; MEB/Analytics
4) Jim Wallace; Jim.Wallace(cr�,sustainrng com; [phone]; Lead Nutrient Recovery
5) John Kouba; John.Kouba(asustainrngcom; [phone], AD/O&M Support
6) Tom Getz; tom.getz(csustainrng com; 812-345-3717; O&M
III) Process Summary. The flow through the entire system is depicted in the Block Flow Diagram Figure. There are the major unit processes
which are central to the flow and treatment of the manure through the system. All of these have associated instruments and ancillary equipment
Page 4 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
which enables the entire system to run concurrently. The major unit processes and functions are as follows:
A) The farm has 6 barns referred to as Barns 1 through 6. The western barns, Barns 1, 2 and 3 are scraped into new pumping stations which
move the liquid to the main existing pump station with mixing agitation.
B) The existing pump station receives flushed manure from Barns 1, 2 and 3, and is agitated with mixing to prevent settling and transfers the
mixed liquid manure to the Digester Reception Pit at the project site. The mixed liquid is then heated with heat exchangers and pumped to
the digester
C) The heat exchangers use warm effluent from the digester to preheat the manure before it enters the digester.
D) The digester is a horizontal, in -ground, tank with a hydraulic residence time of 22 days. The digester technology is provided by DVO Inc,
820 W Main St, Chilton, WI. DVO has supplied 140 on -farm anaerobic digestion systems world-wide since 1999. The DVO portion of
the project is being supplied on a turn -key basis.
1) Hydraulic pattern: The liquid moves in a plug flow manner meaning that the material entering on a given day will theoretically leave
as effluent 22 days later. The plug flow design does not mix the tank longitudinally.
2) Heating: there are additional heating loops within the digester to maintain the manure temperature at 101 °F which is considered ideal
for the microbes.
3) Anaerobic digestion: Specialized bacteria convert degradable material in the manure to biogas which is a mixture of approximately
60% methane and 40% carbon dioxide plus traces of other gases.
4) Configuration: The digester tank is 16 ft overall height; 14ft to top the of water level; 162 ft long and 72 ft wide ; 1,220,000 gallons
liquid volume; 1,400,000 gallons total volume including the gas headspace.
5) The digester is designed so the plug flow proceeds first in one direction and then passes around a separator wall and returns in the
opposite direction. In the waste treatment profession, this type of digester technology is known for accepting high concentrations of
suspended solids. It will produce biogas from both dissolved organic constituents and suspended particles.
E) Process Boiler: The process boiler is a water heater which provides hot water to warm the digester.
F) Biogas Upgrade System: Modular system that removes hydrogen sulfide and carbon dioxide from the biogas stream to create pipeline
quality RNG. This system also includes a compressor to inject the pipeline quality RNG into tube trailers for transport to the interconnect
facility. This system has a turndown:tumup ratio of 50:100%
Page 5 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
G) Post AD treatment: AD digestate will first be treated with a screw press to remove fibrous solids which the farm will utilize as bedding for
the dairy cows. Next, the liquid digestate stream from the screw press will be treated with a cationic polymer to enhance separation of
suspended solids from the liquid digestate stream in a dissolved air floatation (DAF) system. Much research has shown that the system
removes the majority of phosphorus from the digestate stream going back to the farm's lagoons. Following this, the cleaned digestate
stream will flow back to the farm's lagoons to be stored and land applied.
H) Separated solids are returned to the barns for bedding. Separated effluent is sent to a lagoon for storage prior to land application.
I) SCADA: Supervisory control and Data Acquisition is the multi -component system of automation comprised of PLCs (programable logic
controllers - industrial computers,) personal computers, instruments, data communication functions and the site -specific computer code that
enables the entire system of components from different sources to function automatically, control facility equipment and maintain historical
records of all process measurements. These PLCs all communicate through a network that enables all processes to be monitored and
controlled from computer workstations at the facility or a remote off -site device.
J) Flare system and controls to destroy biogas or RNG during startups and malfunctions: The flare piping is equipped with meters to track
flare gas flow.
IV) Ancillary equipment: Those equipment items which are between the major unit processes but do not provide actual treatment or processing
including pumps, instruments, blowers.
V)
General Sequence of Startup - certain processes cannot be operated until supporting processes are ready. The following is the general
sequence for startup. The expected durations for certain steps are listed in table 1
A) All liquid and solid handling systems must be operational and piping leak tested.
B) Flare burner and controls and flashback protection must be functional.
C) Process boiler must be functional.
D) Anaerobic Digester filling and loading.
1) Fill AD with liquid manure which has been diluted to 10% total solids.
Page 6 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
2) The DVO digester effluent structure has a underflow baffle and overflow baffle in series to create a gas seal in the top of the digester.
When manure spills over the overflow baffle the digester is sealed.
3) Heat the digester at 2°F per until the temperature reached 101 'F. Biogas production will gradually increase as the temperature
increases.
4) Begin loading the digester at 25% of loading and increase in daily increments of 5%.
5) Pass biogas to flare until quantity reaches 80 scf at which point the biogas upgrade system can be started.
E) Biogas separation. The Galileo system can be started when raw biogas generation reaches 50% of the system capacity.
VI) Staffing and Manpower
A) Beam Dairy Farm employees will operate and maintain the barn scraping and liquid manure pumping stations.
B) SRNG will operate and maintain the heating and anaerobic digestion and biogas upgrade systems. One full time employee is intended for
this work with occasional backup from regional employees.
(a) SRNG employees are required to observe all safety precautions including:
(i) Safety signs at designated areas outlining potential safety concerns
(ii) Wear personal H2S monitors in gas upgrading area
(b) SRNG employees are required to monitor the operation for environmental impacts including:
(i) Check that all water sources are discharging to proper locations
(ii) Retaining ponds integrity are intact
(iii) No ground erosion from rain water runoff
(iv) Applicable influent sampling to be conducted at PT-5 Digester Reception Pit
(v) Applicable effluent sampling to be conducted at dissolved air floatation (DAF) discharge P-9 to Pond 001.
C) The Beam Dairy Farm employees will operate and maintain the effluent screw press and dissolved aeration separators.
Page 7 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
Figure 1 Beam Dairy Anaerobic Digester and RNG Process
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Page 8 of 10

SuSt �inRNG SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
Figure 2 Site Location
Sustain R NG — CONFIDENTIAL AND PROPRIETARY
---------------
I
f
�enrilk HC 3.7' D}ie]wrUSES b:A9}
t nmmemvlest N[xs kfLISGSWig) FIGURE 1—SfTE LOCATION MAP
Sustain RN G
3078 JOH NSTD•WN RD BEAM DAIRY
{HERRYYILLE, ur4comcoUN7Y, w igmiz1 AIIGUSf3A22
37.427EE131. -a1.3797276
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By: F—tsird Emi—.fti,. u[
Page 9 of 10

Sust inRNG
Figure 3 Site Plan
SRNG Beam Dairy
FACILITY COMMISSIONING & STARTUP PLAN
H Ra,�RO EXISTING PIT
•1 —� EXISTING PIT—
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Page 10 of 10

Beam Dairy Service Log
Digester 1- Skid Pit Blower
Clean
Air Inlet Filter - Week
Change Blower 011, Grease
Motor and check belt Tension
- Eve 4.6 Weeks
Date
Technician Name
Hour Meter Reading
Date
Technician Name
Hour Meter Reading
Miscellaneous Service Work & Notes
Date
Technician Name
Notes

Beam Dairy Service Log
Digester 1- Flame Arrestor Cleaning Log
Flame Arrestor #1 Flame Arrestor #2
Date Cleaned Technician Name Method of cleaning Date Cleaned Technician Name Method of cleaning
Miscellaneous Service Work & Notes
Date Technician Name Notes

Beam Dairy Service Log
Hot Water
System
Rust & Corrosion
inhibitor - Check Weekly
750.1,000 PPM
Bag Filter -
Clean/Replace Monthly or
As Needed
Date
Technician Name
PPM Concentration
Level
Date
Technician Name
Clean I Replace
Miscellaneous Service Work & Notes
Date
Technician Name
Notes

Beam Dairy Service Log
Digester 1- Gas Recirculation Blower - Service Interval 4-6 Weeks
Check each box to signify service task was completed, if task was not performed leave box empty.
Date Technician Name Hour Meter
Reading Oil Change Motor Greased Motor/Blower Inlet particulate filter Pressure Switch Vacuum Switch
Alignment cleaned Functioning Properly Functioning Properly
Miscellaneous Service Work & Notes
Date Technician Name Notes

Beam Dairy Service Log
Digester 1- Heating System Solenoids - Service Annually
Zone 1 Zone 2 Zone 3
Date Technician Name Operational Operational Operational Cleaned &
(YIN) Cleaned &Inspected (YIN) Cleaned &Inspected (YIN) Inspected
Miscellaneous Service Work & Notes
Date Technician Name Notes

Beam Dairy Service Log
Digester 1- Gas Mixing System Solenoids - Service Every 6 Months
Zone 1 Zone 2 Zone 3 Zone 4
Date Technician Name Manual By- Manual By- Manual By- Manual By- Cleaned &
pass Pressure Cleaned & Inspected pass Pressure Cleaned & Inspected pass Pressure Cleaned & Inspected pass Pressure Inspected
Differential Differential Differential Differential
Miscellaneous Service Work & Notes
Date Technician Name Notes

Attachment 5
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Beam Dairy Farm Digester System
SustainRNG
APPENDIX C
Item 3.4
Beam Dairy Plans and Layouts
22301-G-100
22301-G-110
22301-G-11
Beam Dairy Digester System Process Flow Diagrams
22301-D-001
22301-D-002
22301-D-003
22301-D-004
22301-D-005
Beam Dairy Piping & Instrument Diagram Lift Pits
P-001
P-002
P-003
Beam Dairy Equipment List
Beam Dairy (Sustain RNG) Anaerobic Digester— DVO Drawings
State Digester General Permit Application
October 2023

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1 OF 5
EQUIPMENT LIST CLIENT: SRNG
JOB. NO.: 22301
BEAM DAIRY BY: AMJ
CHARLOTTE, NORTH CAROLINA CHECKED: JC
REV.: B
DATE: 8/29/2023
CUNNINGHAM
ENGINEERING
Tag Number
PID
Service
Design
Materials
Manufacturer
Insulation
REMARKS
AGITATORS
A-5
MANURE (PT-5)
Belt Driven GEA Electro Mix
GEA Houle
None
A-5M
MOTOR
460/3/60, 20HP
A-6
AD EFFLUENT (PT-6)
Belt Driven GEA Electro Mix
GEA Houle
None
A-6M
MOTOR
460/3/60, 20HP
PUMPS
P-1
MANURE (PT-1)
Belt Driven, 16", 6" Discharge, 264 GPM @ 11 psig
GEA Houle
None
Includes agitator prop
P-1 M
MOTOR
460/3/60, 20HP
P-2
MANURE (PT-2)
Belt Driven, 16", 6" Discharge, 264 GPM @ 11 psig
GEA Houle
None
Includes agitator prop
P-2M
MOTOR
460/3/60, 20HP
P-3
MANURE (PT-3)
None
EXISTING
P-3M
MOTOR
P-4
MANURE (PT-4)
Belt Driven, 16", 6" Discharge, 264 GPM @ 11 psig
GEA Houle
None
Includes agitator prop
P-4M
MOTOR
460/3/60, 20HP
P-5
MANURE (PT-5)
43 GPM @ 11 psig
GEA Houle
None
P-5M
MOTOR
460/3/60, 5HP
P-6
AD DIGESTATE
43 GPM @ 11 psig
GEA Houle
None
P-6M
MOTOR
460/3/60, 5HP
P-7
PRESSATE TRANSFER
43 GPM @ 11 psig
GEA Houle
None
P-7M
MOTOR
460/3/60, 5HP, VFD Rated
P-10
HOT WATER RECIRC
GRUNDOS
GRUNDOS TP80-240
P-10M
MOTOR
480/3/60, 3HP
VESSELS / TANKS / PITS
PT-1
LIFT PIT (BARN 100)
6FTo x 8FT
Concrete
BY CONTRACTOR
None
PT-2
LIFT PIT (BARN 200)
6FTo x 8FT
Concrete
BY CONTRACTOR
None
PT-3
LIFT PIT (BARN 300)
Concrete
None
EXISTING
PT-4
LIFT PIT (COMBINED)
10FT x 10FT x 13FT (LxWxH)
Concrete
None
EXISTING
PT-5
RECEPTION PIT
20FT x 20FT x 10FT (LxWxH)
Concrete
BY CONTRACTOR
None
PT-6
AD EFFLUENT PIT
12'-0" x 26'-5" x 16'-0" (LxWxH)
Concrete
BY VENDOR (DVO)
None
PT-7
PRESSATE PIT
6FTo x 8FT
Concrete
BY CONTRACTOR
None
39 min retention time
V-1A/B/C
PROPANE
18' x 4'o, 1000 gal
CS
None

2OF5
EQUIPMENT LIST CLIENT: SRNG
JOB. NO.: 22301
BEAM DAIRY BY: AMJ
CHARLOTTE, NORTH CAROLINA CHECKED: JC
REV.: B
DATE: 8/29/2023
CUNNINGHAM
ENGINEERING
Tag Number
PID
Service
Design
Materials
Manufacturer
Insulation
REMARKS
EXCHANGERS
E-1
AD WATER HEATER
T8 35"x16"x19" (HxWxL) 2.0 MBTU/hr
316SS
Alfa Laval
FLARE
F-1
AD FLARE
BY VENDOR (DVO)
PILOT GAS: X SCFH @ Y PSIG
F-2
BIOGAS FLARE
CARBON STEEL
MATERIAL HANDLING
SPA
SCREW PRESS
FAN
SPA M
MOTOR
460/3/60 10HP
SP-2
SCREW PRESS
FAN
SP-2M
MOTOR
460/3/60 10HP
CV-1
FIBER CONVEYOR
CV-1M
FIBER CONVEYOR MOTOR
460/3/60 5HP
CV-2A
DAF CONVEYOR
CV-2AM
DAF CONVEYOR MOTOR
460/3/60 5HP
CV-213
DAF CONVEYOR
CV-213M
DAF CONVEYOR MOTOR
460/3/60 5HP
PACKAGED EQUIPMENT - HYDRONICS
B-1A/B
BOILER
1,250,000 BTU, 0.96 EFF (EA)
316SS
LOCHINVAR
FBD1251
B-1AH/BH
HEATER
120/1/60, 5 FLA, 6 MCA

3OF5
EQUIPMENT LIST CLIENT: SRNG
JOB. NO.: 22301
BEAM DAIRY BY: AMJ
CHARLOTTE, NORTH CAROLINA CHECKED: JC
REV.: B
DATE: 8/29/2023
CUNNINGHAM
ENGINEERING
Tag Number
PID
Service
Design
Materials
Manufacturer
Insulation
REMARKS
PACKAGED EQUIPMENT - GALILEO GAS UPGRADE SKID
HE-500
GLYCOL COOLER
PQ-500
PACKAGE CHILLER
30kW @ 5C LWT, 2.6barg discharge
FLUID CHILLERS INC
AIR10000-BP-460/3-SPEC
V-010
SCRUBBER
K-020
RAW GAS BIOBLOWER
K-020M
MOTOR
AC-030/40
AIRCOOLER
AIRBOX SHARED
AC-030M
MOTOR
V-100
SCRUBBER
3 kW
HE-101
RAW BIOGAS HEATER
V-200/201
H2S COLUMN 1
V-300/301
H2S COLUMN 2
F-302
DUST FILTER
V-400
SCRUBBER
K-401
1ST STAGE COMPRESSOR
AC-403/404
1 ST STAGE AIR COOLER
AIRBOX SHARED
AC-403M
MOTOR
V-405
SCRUBBER
K-406
2ND STAGE COMPRESSOR
AC-408/409
2ND STAGE AIR COOLER
AIRBOX SHARED
AC-408M
MOTOR
V-410
SCRUBBER
F-411
COALESCENT FILTER
F-412
COALESCENT FILTER
F-413
COALESCENT FILTER
HE-414
ACID GAS HEATER
3 kW
MRO-601
MEMBRANE VESSEL
MRO-602
MEMBRANE VESSEL
MRO-603
MEMBRANE VESSEL
V-604
SCRUBBER
V-700
SCRUBBER

4OF5
EQUIPMENT LIST CLIENT: SRNG
JOB. NO.: 22301
BEAM DAIRY BY: AMJ
CHARLOTTE, NORTH CAROLINA CHECKED: JC
REV.: B
DATE: 8/29/2023
CUNNINGHAM
ENGINEERING
Tag Number
PID
Service
Design
Materials
Manufacturer
Insulation
REMARKS
K-701
3RD STAGE COMPRESSOR
AC-703A/B
3RD/4TH STAGE AIR COOLER
AIRBOX SHARED
AC-703M
MOTOR
K-704
4TH STAGE COMPRESSIOR
K-706
5TH STAGE COMPRESSOR
AC-705
5TH STAGE AIR COOLER
F-708
COALESCENT FILTER
F-709
COALESCENT FILTER
F-710
COALESCENT FILTER
V-950
IA VESSEL
PACKAGED EQUIPMENT - DVO ANAEROBIC DIGESTER
PU001
TK001 HEAT TREANSFER
GRUNDOS
GRUNDOS TP80-240
PU001 M
MOTOR
480/3/60, 3HP
TK001
AD WATER STORAGE TANK
PU201
DIGESTER HEATING ZONE
GRUNDOS TP80-240
PU201 M
MOTOR
480/3/60, 3HP
PU202
DIGESTER HEATING ZONE
GRUNDOS TP80-240
PU202M
MOTOR
480/3/60, 3HP
PU203
DIGESTER HEATING ZONE
GRUNDOS TP50-160
PU203M
MOTOR
480/3/60, 1.5HP
P0100
DIGESTER HEATING
GRUNDOS TP80-160
PU100M
MOTOR
480/3/60, 3HP
BL110
DIGESTER MIXING BLOWER
ROOTS 406J
BL110M
MOTOR
480/3/60, 15HP, XP
TOSHIBA ECP4104T
F100
FLAME ARRESTOR
GROTH 7618
F101
FLAME ARRESTOR
GROTH 7618
PU130
SLUDGE RECYCLE
FLYGT 3085
PU130M
MOTOR
480/3/60, 3HP
BL100
SLUDGE PIT
ROOTS 22URAI
BL100M
MOTOR
480/3/60, 3HP
TOSHIBA 0032SDSR41A-P

5OF5
EQUIPMENT LIST CLIENT: SRNG
JOB. NO.: 22301
BEAM DAIRY BY: AMJ
CHARLOTTE, NORTH CAROLINA CHECKED: JC
REV.: B
DATE: 8/29/2023
CUNNINGHAM
ENGINEERING
Tag Number
PID
Service
Design
Materials
Manufacturer
Insulation
REMARKS
PACKAGED EQUIPMENT - DAF PHOSPHORUS RECOVERY
P-301
DAF RECIRC PUMP
P-301M
MOTOR
480/3/60, 30HP
C-302
AIR COMPRESSOR
C-302M
MOTOR
480/3/60, 5HP
P-302
DAF SKIMMER
P-302M
MOTOR
480/3/60, 0.5HP
SP-303A/B/C
DEWATERING CYLINDER
SP-303AM/BM/CM
MOTOR
480/3/60, 4HP
P-304
POLYMER FEED PUMP
P-304M
MOTOR
480/3/60, 0.5HP
A-305A/B/C
POLYMER MIXER
A-305AM/BM/CM
MOTOR
480/3/60, 0.75HP
CV-306
POLYMER AUGER
CV-306M
MOTOR
480/3/60, 0.25HP
PACKAGED EQUIPMENT - INSTRUMENT AIR COMPRESSOR
C-1
INSTRUMENT AIR COMPRESSOR
56 ACFM @ 125 PSIG
QUINCY
QGD15, HEATLESS DESSICANT DRYER
C-1M
MOTOR
460/3/60, 20HP, 20 FLA
HE-1
INSTRUMENT AIR DRYER
V-1
INSTRUMENT AIR RECEIVER

BEAM 1)A1Ft)((S1JS1=A1 4 FZ JG)
820 West Main Street
P.O. Box 69, Chilton WI, 53014
Phone: [phone] At4A1F.1R1Z1E11C 1)1GE7.S1r1EFt
www.dvoinc.com
NOTE:
THESE STAMPED PLANS MEET NRCS CODE 313. CONTRACTORS/OWNERS
ARE RESPONSIBLE FOR FOLLOWING ALL LOCAL APPLICABLE CODES &
REGULATIONS DURING INSTALLATION OF THE DIGESTER AND BALANCE
OF THE PLANT: INCLUDING BUT NOT LIMITED TO NRCS 313, 366, AND 364
ISOMETRIC VIEW
educed using a 3-Dimensional
ation Model (BIM) in Autodesk's
actural REVIT model is intended
with conventionally drawn 2-
i details for use in the preparation
awings and for the coordination of
its with the other major building
ructural REVIT model will not
include every individual structural component that is
necessary to estimate and construct the building, nor will
every conflict be recognized. The structural REVIT model
is not intended for any other use such as quantity take -offs
or detailed cost estimates, as it may not contain all
structural elements. The use of the structural REVIT
model for any purpose beyond the preparation and
coordination of bid or construction drawings is at the sole
discretion of the user and the user shall assume all liability
for such use.
©2022 Larson Engineering, Inc. All rights reserved.
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
1
06/20/2023
REVISED INDEX
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
TITLE SHEET

GENERAL STRUCTURAL NOTES:
A. BUILDING CODE;
1. INTERNATIONAL BUILDING CODE 2015, AMERICAN CONCRETE INSTITUTE (ACI) 350-06
2. ASCE 7-10 LOADING
EXPOSURE C: Ce=1.0
GROUND SNOW Pg=15 PSF
FLAT ROOF SNOW Pf=12 PSF
SNOW IMPORTANCE FACTOR Is=0.80
WIND IMPORTANCE FACTOR Iw=1.00
BASIC WIND SPEED = 105 MPH
3. SEISMIC CRITERIA - CHERRYVILLE, NC
SIDS = 0.247
SD1 = 0.158
SDC "C"
SITE CLASS = D
le = 1.0
4. MINIMUM LIVE LOAD = 25 PSF
B. MATERIAL STRENGTHS
1. POURED -IN -PLACE CONCRETE, F'c......... 4500 PSI @ 28 DAYS TYPE 2
- CONCRETE STRENGTH TESTING IS THE RESPONSIBILITY OF CONCRETE CONTRACTOR
- CONCRETE BATCH TICKETS AND TEST DATA SHALL BE COPIED TO DVO
- MIX DESIGN TO BE SUBMITTED TO DVO PRIOR TO POUR FOR APPROVAL
- THE WATER -CEMENT (W/C) OR THE WATER-CEMENTITIOUS MATERIAL (W/CM) RATIO SHALL NOT EXCEED 0.42 FOR ALL CONCRETE
CONSTRUCTION
- THE MINIMUM CEMENTITIOUS MATERIAL REQUIRED SHALL BE 564 POUNDS PER CUBIC YARD OF CONCRETE. THE CEMENTITIOUS MATERIAL
MAY INCLUDE A MAXIMUM OF 25% (BY WEIGHT) OF FLY ASH OR A MAXIMUM OF 30% (BY WEIGHT) OF GROUND GRANULATED
BLAST -FURNACE (GGBF) SLAG. MIXES CONTAINING BOTH FLY ASH AND GGBF SLAG SHALL NOT EXCEED 30% IN COMBINATION (TERNARY
MIX) AND NO MORE THAN 25 PERCENT SHALL BE FLY ASH. THE REMAINING CEMENTITIOUS MATERIALS SHALL BE PORTLAND CEMENT.
- CONCRETE CYLINDER TESTING SAMPLES SHALL BE TAKEN AT 50 CUBIC YARD INTERVALS AND ANY REMAINING VOLUME OVER 50 CUBIC
YARD INTERVALS.
2. GROUT FOR PC PLANKS KEYED JOINTS TO BE 3000 PSI GROUT, FULL LENGTH OF PLANK. GROUT SHALL BE A MIXTURE OF NOT LESS THEN ONE
PART PORTLAND CEMENT TO THREE PARTS FINE SAND, AND THE CONSISTENCY SHALL BE SUCH THAT JOINTS CAN BE COMPLETELY FILLED
BUT WITHOUT SEEPAGE OVER ADJACENT SURFACES. THE GROUT SHALL ACHIEVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI.
3. REINFORCING STEEL ............ ASTM A615, GRADE 60
4. ALLOWABLE SOIL BEARING PRESSURE MINIMUM ....... 3000 PSF
5. PRECAST PLANK SHALL BE DESIGNED BY PRECAST PLANK SUPPLIER
- PRECAST PLANK SHALL CONTAIN BOTH TOP AND BOTTOM STRANDS AND BE DESIGNED TO WITHSTAND AN UPLIFT FORCE OF 144 PSF
- DESIGN PLANK FOR (Pg) SNOW LOADS PER ASCE 7-10, FIGURE 7-1 WITH A 12 PSF MINIMUM AND LIVE LOAD = 25 PSF
- PRECAST PLANK SHALL BE CONSTRUCTED FROM TYPE 2 CONCRETE
- PRECAST PLANK SHALL BE CONSTRUCTED AND ERECTED WITHIN PCI TOLERANCE GUIDELINES, DESIGNED BEARING LENGTH IS 3-1/21,
- PRECAST PLANK CONSTRUCTION PLANS SHALL BE REVIEWED BY DVO, INC. PRIOR TO ACCEPTANCE
C. FOUNDATIONS
1. ACTUAL SOIL BEARING CONDITIONS SHALL BE CONFIRMED PRIOR TO CONSTRUCTION, TEST RESULTS COPIED TO DVO.
2. PROVIDE SUFFICIENT TEMPORARY PROTECTION TO PREVENT ALL EXPOSED SUBGRADE FROM FREEZING. DO NOT PLACE CONCRETE OR
BACKFILL OVER FROZEN SOIL.
3. KEEP ACCUMULATED RAIN WATER AND SURFACE RUNOFF AWAY FROM BEARING STRATUM. DO NOT ALLOW WATER TO STAND IN THE
EXCAVATION AND SOFTEN THE SOILS AT OR BELOW BEARING LEVEL.
4. BASE SLAB MUST BEAR ON 6" OF COMPACTED GRAVEL OVER UNDISTURBED VIRGIN SOIL.
5. ALL BACKFILL MATERIAL SHALL BE FREE DRAINING SAND, AND CLEAN NATIVE FILL; BACKFILL HEIGHT; 14' MINIMUM, 15' MAXIMUM
6. BASE SLAB MUST BE A MINIMUM OF 2 FEET ABOVE WATER TABLE.
D. CONCRETE REINFORCING STEEL
1. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED):
- 2" CLEAR FROM ALL INSIDE AND OUTSIDE FACES ON WALLS
- 1-1/2" CLEAR FROM TOP OF FLOOR
- 2" (MIN.) CLEAR FROM BOTTOM OF FLOOR
- 3" CLEAR FOR FOOTINGS
2. ALL BENT AND STRAIGHT REINFORCING BARS SHALL BE 60 GRADE STEEL. ALL STEEL SIZES ARE IMPERIAL SIZES. HORIZONTAL BAR LAPPING
SHALL BE AS FOLLOWS: #4 - 16", #5 - 20" AND #6 - 24".
3. PROVIDE CORNERS TO MATCH ALL HORIZONTAL BARS WITH REQUIRED LAP SPLICE LENGTH.
4. ALL REINFORCING BARS SHALL BE PLACED AS SHOWN IN DETAILS UNLESS OTHERWISE NOTED.
E. VINYL WATER STOP TO BE GREENSTREAK 705, 732, OR EQUAL WITH ALL JOINTS WELDED.
F. EXPANDING SEALANT SHALL BE: SIKA SWELLSTOP OR APPROVED EQUAL.
G. ANC' HOLES DRILLED IN THE DIGE TER FLOOR, FOR CORMWORK ATTACHMENT, WHEAtHER THEY ARE NOT DRILLED ALL THE WAY THROUGH OR
DRILLED THROUGH BY ACCIDENT, SHALL BE FILLED WITH EITHER THE DEWALT AC100+ OF THE HILTI HY-200 ADHESIVES. CONTRACTOR MUST
FOLLOW MANUFACTURES INSTALLION INSTRUCTIONS.
H. FENCE TO BE CONSTRUCTED 6' FROM OUTSIDE WALL PERIMETER TO PREVENT TRUCK, TRACTOR, AND COW TRAFFIC.
I. THE GENERAL CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR THE TEMPORARY SAFETY REQUESED FOR THE DIGESTER DURING
CONSTRUCTION WHICH WILL INCLUDE BUT IS NOT LIMITED TO THE PROTECTION OF ROOF OPENINGS IN THE PRECAST PLANKS AND THE ROOF
LEADING EDGES UNTIL THE DIGESTER IS PROPERLY BACKFILLED.
CONCRETE CURING
THE AGE OF STRIPPED CONCRETE OR SLABS SHALL BE AT LEAST 7 DAYS BEFORE ANY LOAD (INCLUDING BACKFILL) IS APPLIED OTHER THAN
THE WEIGHT OF THE WALL, FORMS, SCAFFOLDS FOR SUCCEEDING LIFTS OR LIGHT EQUIPMENT.
BACKFILLING
ONCE THE CONCRETE IS PROPERLY CURED, 6' OF BACKFILL CAN BE PLACED AROUND THE TANK PRIOR TO PRECAST TOP BEING
PERMANENTLY FASTENED. AVOID BACKFILL CONTAINING LARGE ROCKS, HARD OR FROZEN SOIL LUMPS, OR CONSTRUCTION DEBRIS.
EARTHFILL SHALL BE PLACED IN 8-INCH LIFTS, PRIOR TO COMPACTION. BACKFILL AROUND STRUCTURE GRADUALLY AND UNIFORMLY
AROUND ALL SIDES OF THE STRUCTURE. COMPACT SOIL TO NOT LESS THAN 85% OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D 698,
STANDARD PROCTER TEST.
ADJACENT TO STRUCTURE
DO NOT OPERATE HEAVY COMPACTION EQUIPMENT WITHIN 6' OF THE STRUCTURES.
DO NOT OPERATE COMPACTION EQUIPMENT, IN EXCESS OF 15,000 LBS., BETWEEN 6' AND 2' OF THE STRUCTURES. EARTHFILL SHALL BE
PLACED IN 8-INCH LIFTS (PRIOR TO COMPACTION). COMPACT IN A MANNER ADEQUATE TO PREVENT DAMAGE AND ALLOW THE STRUCTURE
TO GRADUALLY AND UNIFORMLY ASSUME THE BACKFILL LOADS.
COMPACTION SHALL BE ACCOMPLISHED BY MEANS OF MANUALLY DIRECTED POWER TAMPERS OR PLATE VIBRATORS WITHIN 2' OF
STRUCTURES. EARTHFILL SHALL BE PLACED IN 4-INCH LIFTS (PRIOR TO COMPACTION). COMPACT IN A MANNER ADEQUATE TO PREVENT
DAMAGE TO THE STRUCTURE AND ALLOW THE STRUCTURE TO GRADUALLY AND UNIFORMLY ASSUME THE BACKFILL LOADS.
GRADING
THE TANK SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE TANK AT A MINIMUM OF 1 % SLOPE.
OPERATION
DAY TO DAY OPERATION OF HEAVY EQUIPMENT IS PROHIBITED WITHIN 6' OF PERMANENT STRUCTURE WALLS.
COUPLINGS
ALL COUPLINGS AND SLEEVES ARE TO BE PROVIDED BY CONCRETE CONTRACTOR.
CONSTRUCTION INSPECTION PLAN
PRIOR TO ANY SITEWORK, A PRE -CONSTRUCTION MEETING SHALL BE CONDUCTED BETWEEN THE OWNER, DVO, EXCAVATION
CONTRACTOR, CONCRETE CONTRACTOR, CONSTRUCTION INSPECTOR/ENGINEER OF RECORD, SITE ENGINEER, AND IF REQUIRED BY LOCAL
CODE THE NRCS/COUNTY LAND CONSERVATION DEPARTMENT.
CONSTRUCTION INSPECTOR TO LOCATE ACTUAL WALL AND FLOOR JOINT LOCATIONS ON "AS -BUILT" PLAN RELATIVE TO NORTH ARROW.
PROVIDE FINAL COPY OF "AS -BUILT" PLAN TO THE ENGINEER OF RECORD FOR APPROVAL
CONSTRUCTION INSPECTOR MUST BE COMPETENT IN INTERPRETING CONSTRUCTION DOCUMENTS, FAMILIAR WITH TYPE OF
CONSTRUCTION.
CONSTRUCTION INSPECTOR WILL BE RESPONSIBLE FOR AS -BUILT DOCUMENTATION, CONSTRUCTION INSPECTION LOG, AND PHOTOGRAPHS
CONSTRUCTION INSPECTOR TO INSPECT REBAR SIZE, LOCATION, SPACING, AND WATERSTOP LOCATIONS IN FOOTING AND SLAB PRIOR TO
CONCRETE POUR. SLAB IS TO BE POURED AS INDICATED ON PLAN TO COMPLETE THE TANK.
CONSTRUCTION INSPECTOR TO INSPECT REBAR SIZE, LOCATION, SPACING, AND WATERSTOP LOCATION IN EACH WALL SECTION PRIOR TO
CONCRETE POUR. WALL IS TO BE POURED AS INDICATED ON THE PLAN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY DVO INC. AT [phone] 24 HOURS PRIOR TO THE ABOVE ITEMS BEING READY
FOR INSPECTION.
INSPECTED ITEMS INCLUDE BUT NOT LIMITED TO THE FOLLOWING
-NUMBER AND SPACING OF FOOTING REINFORCING
-SPACING OF TYPICAL FLOOR SLAB REINFORCING
-SPACING OF WALL DOWELS
-FOOTING WATERSTOP JOINT
-SLAB WATERSTOPS, IF REQUIRED
-SPACING OF WALL VERTICAL AND HORIZONTAL REINFORCING
-WALL WATERSTOP AT JOINT AFTER WELDING TO FOOTING WATERSTOP
-FORM TIE HOLE PLUGS AT INSIDE FACE OF WALL
-GROUTED FORM TIE HOLES AT OUTSIDE FACE OF WALL
-PIPE PENETRATIONS AS PART OF APPROVED DIGESTER PLANS
CONCRETING IN HOT WEATHER - ATMOSPHERIC AIR TEMPERATURE IS GENERALLY ABOVE 80' F
1. FOR THE PURPOSE OF THIS SPECIFICATION, HOT WEATHER IS DEFINED AS ANY COMBINATION OF THE FOLLOWING CONDITIONS THAT IMPAIR THE
QUALITY OF FRESHLY MIXED OR HARDENED CONCRETE BY ACCELERATING THE RATE OF MOISTURE LOSS AND RATE OF CEMENT HYDRATION, OR
OTHERWISE RESULTING IN DETRIMENTAL RESULTS:
A. HIGH AMBIENT TEMPERATURE (GENERALLY ABOVE 80 DEGREES FAHRENHEIT)
B. HIGH CONCRETE TEMPERATURE
C. LOW RELATIVE HUMIDITY
D. WIND VELOCITY
E. SOLAR RADIATION
2. IN HOT WEATHER, OR UNDER CONDITIONS CONTRIBUTING TO QUICK STIFFENING OF THE CONCRETE, THE TIME BETWEEN THE INTRODUCTION OF
THE MIXING WATER TO THE CEMENT AND AGGREGATES AND DISCHARGE SHALL NOT EXCEED 45 MINUTES UNLESS A SET -RETARDING ADMIXTURE
IS USED MEETING THE REQUIREMENTS IN SECTION 3 OF THIS SPECIFICATION.
3. SPECIAL PROVISIONS SHALL BE MADE TO IMMEDIATELY PROTECT AND CURE THE CONCRETE DUE TO RAPID DRYING CONDITIONS. CONCRETE
SURFACES SHALL NOT BE ALLOWED TO DRY AFTER PLACEMENT AND DURING THE CURING PERIOD. IT MAY BE NECESSARY TO:
A. RESTRICT PLACEMENT TO EARLY MORNING, LATE AFTERNOON OR EVENING.
B. RESTRICT THE DEPTH OF LAYERS TO ASSURE COVERAGE OF THE PREVIOUS LAYER WHILE IT WILL STILL RESPOND READILY TO
VIBRATION.
C. USE A FOG SPRAY TO RAISE THE RELATIVE HUMIDITY OF THE AMBIENT AIR.
D. MOIST CURE THE CONCRETE SURFACE AS SOON AS THE SURFACES ARE FINISHED AND CONTINUE FOR AT LEAST 24 HOURS.
E. SCHEDULE MIXER TRUCKS TO AVOID WAITING TIME SO THE CONCRETE WILL NOT BEGIN TO SET.
F. SUSPEND PLACEMENT UNTIL CONDITIONS IMPROVE.
CONCRETING IN COLD WEATHER - ATMOSPHERIC AIR TEMPERATURE IS LESS THAN 40' F
1. CONCRETE MIXTURE
A. CONCRETE MIXING WATER AND THE AGGREGATE SHOULD BE HEATED
i. WHEN CONCRETE IS ADDED TO THE MIX, THE TEMPERATURE OF THE MIXING WATER SHALL NOT EXCEED 140' F
ii. TEMPERATURE OF THE AGGREGATE SHALL NOT EXCEED 150°F
B. TYPE II CONCRETE SHOULD BE USED.
C. ONLY NON -CHLORIDE NON -CORROSIVE ACCELERANT MAY BE USED
2. CONCRETE SHALL BE INSULATED OR HOUSED AND HEATED IMMEDIATELY AFTER PLACEMENT.
3. THE TEMPERATURE OF THE CONCRETE AT THE TIME OF PLACING SHOULD BE BETWEEN 55°F AND 75°F
4. THE TEMPERATURE OF THE CONCRETE AND AIR ADJACENT TO THE CONCRETE SHALL BE MAINTAINED AT NOT LESS THAN 50'F NOR MORE THAN
90°F FOR THE DURATION OF THE CURING PERIOD
A. IF THE MINIMUM TEMPERATURE REQUIREMENTS ARE NOT MET AND THE CONCRETE DID NOT FREEZE, THE PROTECTION TIME WILL BE
EXTENDED A PERIOD EQUAL TO TWICE THE NUMBER OF HOURS THE TEMPERATURE WAS BELOW THE MINIMUM TEMPERATURE.
5. CONCRETE SHALL BE CURED FOR A PERIOD OF AT LEAST 7 DAYS AFTER IT IS PLACED. THE CURING PERIOD MAY BE REDUCED IF THE REQUIRED
CONCRETE COMPRESSIVE STRENGTH IS CONFIRMED WITH COMPRESSIVE TEST RESULTS.
6. COMBUSTION HEATERS SHALL HAVE EXHAUST FLUE GASES VENTED OUT OF THE CONCRETE PROTECTION ENCLOSURE AND SHALL NOT BE
PERMITTED TO DRY THE CONCRETE.
7. THE CONTRACTOR SHALL FURNISH DVO A RECORD OF DAILY MAXIMUM AND MINIMUM OUTSIDE AIR AND CONCRETE SURFACE AIR
TEMPERATURES DURING THE CURING PERIOD. THE RECORD SHALL INCLUDE TEMPERATURES AT SEVERAL POINTS ALONG THE CONCRETE.
8. AT THE END OF THE PROTECTION PERIOD, THE CONCRETE SHALL BE ALLOWED TO COOL GRADUALLY. THE MAXIMUM DECREASE AT THE
CONCRETE SURFACE IN A 24-HOUR PERIOD SHALL NOT EXCEED 40°F.
STRUCTURAL ABBREVIATIONS: SYMBOL LEGEND:
@ - AT DL - DEAD LOAD IBC - INTERNATIONAL BUILDING CODE R/W - RIGHT OF WAY
& - AND DN - DOWN ICF - INSULATED CONCRETE FORM REF -REFERENCE
AB - ANCHOR BOLT DWG - DRAWING ID - INSIDE DIAMETER REINF - REINFORCED, REINFORCING, REINFORCEMENT
ACI -AMERICAN CONCRETE INSTITUTE DWL -DOWEL I.S. - INSIDE FACE REQD - REQUIRED COMPACTED
AFF -ABOVE FINISHED FLOOR E -EAST IN - INCHES REV - REVISION NORTH ARROW GROUT GRAVEL
AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION EA -EACH INFO - INFORMATION S -SOUTH
AISI - AMERICAN IRON AND STEEL INSTITUTE EE - EACH END INSUL - INSULATION SDR - STANDARD PIPE RATIO NORTH
ALT -ALTERNATE EF - EACH FACE INT - INTERIOR SECT - SECTION
AMT -AMOUNT EJ - EXPANSION JOINT JT - JOINT SF - SQUARE FEET
ANCH -ANCHOR EL - ELEVATION KO - KNOCK OUT SGL - SINGLE
ANSI -AMERICAN NATIONAL STANDARDS INSTITUTE ELEC - ELECTRICAL KSF - KIPS PER SQUARE FOOT SHT - SHEET
APPROX - APPROXIMATE ENCL -ENCLOSURE KSI - KIPS PER SQUARE INCH SIM - SIMILAR
AR - ANCHOR ROD ENGR - ENGINEER L - STEEL ANGLE, LENGTH Si - SAWED CONTROL JOINT SECTION NUMBER
ARCH - ARCHITECT, ARCHITECTURAL EOS - EDGE OF SLAB LBS -POUNDS SLIP -SLOPE - CLEAR
ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS EQ -EQUAL LF - LINEAL FEET SOG - SLAB ON GRADE ___ CONCRETE STONE
ASTM - AMERICAN SOCIETY OF TESTING & MATERIALS EQPT - EQUIPMENT LL - LIVE LOAD SPA - SPACED, SPACING, SPACES SHEET WHERE DRAWN
AVG -AVERAGE ES - EACH SIDE LT - LIGHT SPEC - SPECIFICATION
BLDG - BUILDING EST - ESTIMATED MAS -MASONRY SQ -SQUARE
BILK -BLOCK ETC - AND OTHERS MATL - MATERIAL SS - STAINLESS STEEL
BLKG - BLOCKING EW - EACH WAY MAX - MAXIMUM STD -STANDARD
BM -BEAM EXIST - EXISTING MBR -MEMBER STIFF - STIFFENER
BOT -BOTTOM EXP - EXPANSION MECH - MECHANICAL STL -STEEL
BRDG - BRIDGE, BRIDGING EXP JT - EXPANSION JOINT MED - MEDIUM STRUCT -STRUCTURAL DETAIL NUMBER
BRG - BEARING EXT - EXTERIOR MFR -MANUFACTURER SY - SQUARE YARD - SPRAY FOAM NATIVE
BS - BOTH SIDES F - FAHRENHEIT MID - MIDDLE SYM - SYMMETRICAL --- INSULATION/SEALER SOIL
BTWN - BETWEEN f'c - MINIMUM 28-DAY CONCRETE STRENGTH MIN - MINIMUM SYS -SYSTEM SHEET WHERE DRAWN
C - STEEL CHANNEL SHAPE f m - SPECIFIED MASONRY STRENGTH MISC - MISCELLANEOUS T&B - TOP & BOTTOM
CANT - CANTILEVER FB - FLAT BAR MTL - METAL, MATERIAL TEMP - TEMPERATURE
CAP - CAPACITY FD - FLOOR DRAIN N -NORTH THK - THICK
CB - CORNER BAR FDN - FOUNDATION NIC - NOT IN CONTRACT THIRD - THREADED
CC - CENTER TO CENTER FF - FINISHED FLOOR No. -NUMBER TOC - TOP OF CONCRETE _J
CIF - CUBIC FEET, COLUMN FOOTING FIN - FINISH, FINISHED NOM - NOMINAL TOF - TOP OF FOOTING
Cl - CAST IRON FLR - FLOOR NS - NEAR SIDE TOGB - TOP OF GRADE BEAM
CIP - CAST -IN -PLACE FRPF - FIREPROOF NITS - NOT TO SCALE TOJ - TOP OF JOIST RIGID FOAM COMPACTED
CJ - CONSTRUCTION JOINT FRT - FIRE RETARDANT CA - OVERALL TOM - TOP OF MASONRY INSULATION SOIL
CL - CENTERLINE FS - FAR SIDE OC - ON CENTER TOPG - TOPPING DETAIL NUMBER DESCRIPTION
CLG - CEILING FT - FOOT, FEET OD - OUTSIDE DIAMETER TOPL - TO OF PLATE 3 DETAIL-�
CLR - CLEARANCE, CLEAR FTG - FOOTING 0. F. - OUTSIDE FACE TOSL - TOP OF SLAB S001 1" - 1'-01,
CMU - CONCRETE MASONRY UNIT Fy - YIELD STRENGTH OF STEEL OPNG - OPENING TOW - TOP OF WALL SHEET WHERE DRAWN VIEW SCALE
COL -COLUMN GA -GAUGE OPP - OPPOSITE TYP - TYPICAL
CONIC -CONCRETE GALV - GALVANIZED OZ -OUNCE UNO - UNLESS NOTED OTHERWISE
CONSTR - CONSTRUCTION GB - GRADE BEAM PC -PRECAST VEF - VERTICAL EACH FACE
CONT - CONTINUOUS GC - GENERAL CONTRACTOR PCF - POUNDS PER CUBIC FOOT VERT - VERTICAL
CONTR -CONTRACTOR GEN -GENERAL PCI - PRESTRESSED CONCRETE INSTITUTE VIF - VERTICAL INSIDE FACE VINYL WATER STOP PC OR WET CAST
CSK - COUNTERSINK GR -GRADE PE - PROFESSIONAL ENGINEER VOF - VERTICAL OUTSIDE FACE LIFTING HOOK
CTR -CENTER GRND -GROUND PERP -PERPENDICULAR VOL -VOLUME
CTRD -CENTERED HC - HOLLOW CORE PL -PLATE W - WEST REVISION NUMBER
CY - CUBIC YARD HDG - HOT DIPPED GALVANIZED PLF - POUNDS PER LINEAL FOOT W/ - WITH
DBL - DOUBLE HDPE - HIGH -DENSITY POLYETHEYLNE PNL -PANEL W/O - WITHOUT
DEFL - DEFLECTION HDR -HEADER PREFAB - PREFABRICATED WCJ - WALL CONTROL JOINT
DEG -DEGREES HEF - HORIZONTAL EACH FACE PRELIM - PRELIMINARY WEJ - WALL EXPANSION JOINT
DEMO - DEMOLITION HEX -HEXAGONAL PREP - PREPARATION WF - WALL FOOTING
DEPT -DEPARTMENT HGR -HANGER PSC - PRESTRESSED CONCRETE WGT - WEIGHT
DIET - DETAIL HGT - HEIGHT PSF - POUNDS PER SQUARE FOOT WL - WIND LOAD
DIA - DIAMETER HIF - HORIZONTAL INSIDE FACE PSI - POUNDS PER SQUARE INCH WPFG - WATERPROOFING
DIAG - DIAGONAL HK -HOOK PVC - POLYVINYL CHLORIDE PIPE WS -WATERSTOP
DIM - DIMENSION HORIZ - HORIZONTAL PVMT -PAVEMENT WWF - WELDED WIRE FABRIC
HOF - HORIZONTAL OUTSIDE FACE QA - QUALITY ASSURANCE YD -YARD
HS - HIGH STRENGTH QC - QUALITY CONTROL
HSS - HOLLOW STRUCTURAL SECTION QTY - QUANTITY
@2022 Larson Engineering, Inc. All rights reserved
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
1
06/20/2023
REVISED NOTES
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
GENERAL STRUCTURAL
NOTES

NIlITCC.
1. A WALL CONSTRUCTION JOINT IS REQUIRED AT EVERY FLOOR JOINT.
2. WALL CONSTRUCTION JOINTS SHOULD BE A MINIMUM OF 15' FROM ALL CORNERS.
3. WALL CONSTRUCTION JOINTS SHOULD BE A MINIMUM OF 10' FROM THE SLUDGE PITS,
REMOVEABLE PLANKS AND STAINLESS STEEL BEAM AREAS.
4. FLOOR & WALL CONSTRUCTION JOINT PLACEMENT SHALL BE SUBMITTED FOR APPROVAL
PRIOR TO ANY CONCRETE PLACEMENT
FLOOR SLAB
FLOOR SLAB HAD BEEN DESIGNED FOR A MAXIMUM ALLOWABLE PRESSURE OF 1,000 PSF.
NORTH
1 FOUNDATIO
s � 00 1 /8" = V-0"
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
FOUNDATION PLAN

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OPENING
GROUTED PLANK
-J
OVER EFFLUENT PIT
MIXER PORT OPENING 2
TYPICAL (4) PLACES
S101
6'-0„
2' -0"
OPENING
OPENING
63' - 0"
68' - 0"
33' - 0"
NORTH
PLAN VIEW (PRECAST PLANK
1/8" = 1'-0"
a
it
CD
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DIGESTER
WALL EDGE
MIXING PORT LOCATION
CENTERED BETWEEN (2)
PRECAST PLANKS
2 MIXING PORT DETAIL
S101 1/4" = 1'-0"
n' F' - (1" oppmKi ,
3 AC I D C HAM
S101 1/4" = 1'-0"
DIGESTER
WALL EDGE
WEIR WALL LOCATED
BELOW OPENING
BER WEIR WALL
i MUST BE REMOVABLE
APICAL (2) PLACES
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
PLAN VIEW (PRECAST
PLANK)
101

SPRAY -ON TOP -COAT EXTENDING DOWN
EXTERIOR WALLS T-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
WALLS T-0" FROM TOP OF PC PLANKS
(OVERLAPPING FOAM INSUL 2")
4" FOAM INSULATION STARTING
Z-10" FROM TOP OF PC AND
EXTENDING TO FOOTING,
TYPICAL ON ALL EXTERIOR WALLS
0
ih
10" GROUTED PC PLANK
ZSLOPE AWAY
a FROM DIGESTER
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
//X/ BACKFILL RECOMMENDATIONS PER TREMONT 1
ENGINEERING GEOTECHNICAL REPORT 221065.20R1
ice/ice/ice/ice/ice/ice/ice/ice/ice/ice
��i��i��i��i��i��i��i��i��i��i��i��i��i�
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FABRIC; O 8E MINIMUM FABRIC LAP
SMAINTAIN 12"
TONE AROUNDUDRAOIN TILELEAR\\//\\//\\//\\//\\
\/\\//\//\//
\\\\\\\\\\\
1
ELEV. 808
III III III III i
— III —III
—III III III III " III -
SOIL IMPROVMENTS PER REMOVE ANY TOPSOIL AND
TREMONT ENGINEERING MAINTAIN MINIMUM OF 12" 6" PERFORATED PERIMETER DRAIN UNDISTURBED
ADDENDUM TO GEOTECHNICAL COMPACTED STONE UNDER TILE DISCHARGED BY GRAVITY TO NATIVE SOIL
REPORT 221065.20R1 FOUNDATION AND BASE SLAB, APPROVED SUMP SYSTEM
A A A A PER GEOTECHINICAL REPORT
DRAINAGE AND BACKFILL DETAIL
1/2" = 1'-0"
NOTE:
DVO REQUIRES THE INSTALLATION OF A DRAIN SYSTEM
AROUND THE PERIMETER OF THE DIGESTER FOUNDATION
GRADE
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
1
06/20/2023
REVISED NOTES
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
DRAINAGE AND
BACKFILL DETAIL

0
zo
SECTION
3/32" = 1'-0"
5 ". 1upir.1Y
164' _ 0"
XW
OF CONC AT EACH SIDE OF WALL OPENING
BAR SIZE IS TO MATCH TYP VERT REINF
149'-0" 1'-0" 12'-0"
1'-0"
0000 00000 00000 00000 00000 00000 00000 o 0 0 010 0 0 0100000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 0 0 0 0 0 0 0 0 00000 00000 00000 00000 00000 00000 00000 00000 00000 000 000 0000
o
EFFLUENT
PIT
zo
o
" 9'-0" 4'-0"
2 SECTION
S200 3/32" = 1'-0"
SECTION
1 /8" = 1'-0"
FF" - n"
'LUENT PIPE
LER END
DE WALL)
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Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
SECTION VIEWS

18" SDR 35 PVC OVERFLOW PIPE CC
(COUPLER END FLUSH TO OUTSIDE
1
S300
2
S300
1 SECTION
S201 1 /4" = 1'-0"
SECTION
1/4" = 1'-0"
JLUUl7t YI I
AMM M\ JA(-'.,AI nl- MIAll DAr7)O
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
1
06/20/2023
REMOVED OPENING
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
SECTION VIEWS

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SEE DETAIL
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12'-0"
SLUDGE PIT WALL DETAIL 1
1 /2" = 1'-0"
SECTION
1 /2" = 1'-0"
2
17
1'-0"
JTED PC PLANK
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FAIL
PIT
AIL
OR
:INF
ALL
-STER
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=T CAST PANEL NOT SHOWN
)R CLARITY
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
SECTION VIEWS AND
DETAILS
S202

10
28
(1) #6 BAR CONT
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
3 WALLS 3'-0" FROM TOP OF PC PLANKS
S300 (OVERLAPPING FOAM INSUL 2")
0C�00 00000ko—
GR MAX: 15-0" 3000 PSI GROUTED JOINTS
BY PC INSTALLER
GR MIN: 14'-0" 10" GROUTED PC PLANK
4" FOAM INSUL STARTING #7 BARS @ 9" OC, VOF
2'-10" FROM TOP OF PC AND
EXTENDING TO FOOTING,
TYPICAL ON ALL EXT WALLS
#8 BARS @ 9" OC, VIF
/A
0
2" CLR -2" CLR
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4'-0"
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
#5 BARS @ 10" OC, HEF
#5 HOOKED DOWEL 34
(MATCH VERT REINF SPACING)
10
6" VINYL WATERSTOP,
REQUIRED AT ALL EXT
WALL -TO -FLOOR JOINTS lif
J
CV
�1
2
#5 @ 12" OC EW
TYPICAL NON -LOAD BEARING WALL
S300 1 /2" = 1'-0"
2" CL
WATER
❑ STOP
00 w
m
7-5
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID)
DETAIL
CONC AND REINF
J
BY WALL CONTRACTOR
U
d
00
(1) #4 HAIRPIN @ 3'-0" OC
A
FLOOR SLAB REINF:
#5 BARS @ 12" OC EW
in
VIEW "A -A"
GROUT PLUG BY
PC SUPPLIER
(REPEAT DETAIL
EVERY 3'-0")
BLOCK OUT BY
PC SUPPLIER
0
4
S300
GR MAX: 15'-0"
GR MIN: 14'-0"
4" FOAM INSUL STARTING -
2'-10" FROM TOP OF PC AND
EXTENDING TO FOOTING,
TYPICAL ON ALL EXT WALLS
2" C
co 1'-6" 1'-0"
4'-0"
2" CLR
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
WALLS 3'-0" FROM TOP OF PC PLANKS
(OVERLAPPING FOAM INSUL 2")
10" GROUTED PC PLANK
(GROUTING BY PC INSTALLER)
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
#7 BARS @ 9" OC, VOF
#8 BARS @ 9" OC, VIF
#5 BARS @ 10" OC, HEF
#5 HOOKED DOWEL 34
(MATCH VERT REINF SPACING)
10
6" VINYL WATERSTOP,
REQUIRED AT ALL EXT
WALL -TO -FLOOR JOINTS
�1
2
#5 @ 12" OC, EW
'2 TYPICAL LOAD BEARING WALL
S300 1/2" = 1'-0"
10
28
U FLOOR SLAB REINF:
#5 BARS @ 12" OC EW
s
CONC AND REINF
BY WALL CONTRACTOR
2" CLR 1'- 6"
OfBLOCK OUT BY
v PC SUPPLIER
(1) #6 BAR CONT c�
0
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❑ VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
00 m 3 1/2" BRG INTO VOID AT ALL OTHER LOCATIONS
�w
• ® #4 HAIRPINS @ 48" OC MAX
PLACE IN HOLLOW CORE AS SHOWN
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID) y 2'- 0"
DETAIL
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
EXTERIOR WALL
SECTIONS AND
DETAILS
S300

0
Zo O
co
INNER WALL
1/2" = 1'-0"
(2) #4 BAR CONT
J
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❑
w
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w
"^^ AN/ ^"' TOP -COAT EXTENDING
VALLS 3'-0"
CONC AND REINF
BY WALL CONTRACTOR
1'-6"
BLOCK OUT BY
PC SUPPLIER
1/2" BRG
-ON SEALER/INSUL TO COVER TOP
;HAMBER AND EXTEND DOWN EXT
=ROM TOP OF PC PLANKS
VG FOAM INSUL 2")
D PC PLANK
3Y PC INSTALLER)
Y-ON EPDXY UNDER -COATING
DE OF PC PLANK, EXTEND
WALLS 3'-0" MIN
34
10
FLOOR SLAB REINF:
#5 BARS @ 12" OC EW
\
Lf )
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
INTO VOID AT ALL OTHER LOCATIONS
(1)#5x3'-0"LG DWL@48"OC
PLACE IN HOLLOW CORE AS SHOWN
#4 HOOKED DOWEL @ 12" OC 8
(HOOKS ARE TO BE HORZ
ALIGNED WITH WALL)
24
0
O
4
S301
s
4"X4" SPRAY FOAM COVING ON
BIOGAS SIDE OF WALL. ALSO SPRAY
COVING ON TOP 3'-0" OF VERT JOINTS
WHERE THE SLUDGE AND EFFLUENT
PIT WALLS MEE THE CHAMBER WALLS
6" VINYL WATER STOP
2"
O
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N '
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`o 2'-0"
CHAMBER DIVIDING WALL
1/2" = 1'-0"
(2) #4 BAR CONT
J
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DETAIL
ill = 1'-0"
ire
w
�m
W WATER
STOP
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
WALLS 3'-0" FROM TOP OF PC PLANKS
(OVERLAPPING FOAM INSUL 2")
10" GROUTED PC PLANK
(GROUTING BY PC INSTALLER)
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
4"X4" SPRAY FOAM COVING ON
BIOGAS SIDE OF WALL. ALSO SPRAY
COVING ON TOP 3'-0" OF VERT JOINTS
WHERE THE SLUDGE AND EFFLUENT
PIT WALLS MEE THE CHAMBER WALLS
#7 BARS @ 9" OC, VEF
#5 BARS @ 10" OC, HEF
CLR
#5 HOOKED DOWEL 34
(MATCH VERT REINF SPACING)
10
6" VINYL WATERSTOP,
REQUIRED AT ALL EXT
WALL -TO -FLOOR JOINTS
1
2
#5 @ 12" OC EW
CONC AND REINF
BY WALL CONTRACTOR
1'-6"
BLOCK OUT BY
PC SUPPLIER
1/2" BRG
FLOOR SLAB REINF:
#5 BARS @ 12" OC EW
Lf )
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
INTO VOID AT ALL OTHER LOCATIONS
(1)#5x3'-0"LG DWL@48"OC
PLACE IN HOLLOW CORE AS SHOWN
#4 HOOKED DOWEL @ 12" OC 8
(HOOKS ARE TO BE HORZ
ALIGNED WITH WALL)
24
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
INTERIOR WALL
SECTION AND
CHAMBER DIVIDING
WALL

SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SE)
OF BIOGAS CHAMBE
WALLS 3'-0" FROM T1
(OVERLAPPING FOAI
FLOOR SLAB REINF:
#5 BARS @ 12" OC E'
10
28
(1) #6 BAR CONT
SLUDGE PIT SECTION (WEIR WALL
1/2" = 1'-0"
2" CLR
0
WATER
o STOP
00 uJ
uJ
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID)
3 DETAIL
S302 1 " = 1'-0"
ry
J
U
CONC AND REINF
BY WALL CONTRACTOR
1'-6"
3 1/2" BRG
BLOCK OUT BY
PC SUPPLIER
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
INTO VOID AT ALL OTHER LOCATIONS
#4 HAIRPINS @ 48" OC
PLACE IN HOLLOW CORE AS SHOWN
2'-0"
All
SPRAY -ON TOP -COAT EXTEmnimn,
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/IN
OF BIOGAS CHAMBER AND
WALLS 3'-0" FROM TOP OF I
(OVERLAPPING FOAM INSU
10" GROUTE
(GROUTING
APPLY SPR)
TO UNDERS
DOWN SIDE
4"X4" SPRAT
BIOGAS SID
COVING ON
WHERE THE
PIT WALLS P
FLOOR
#5 BAR:
SLUDGE PIT SECTION (GAS WALL
1/2" = 1'-0"
19'_7"
CONC AND REINF
BY WALL CONTRACTOR
REMOVABLE WET CAST A A
OVER SLUDGE PIT 2" CLR CLR
(1) #6 BAR CONT CONC AND REINF (1) #6 BAR CONT
1" BY WALL CONTRACTOR 1"
a s a tr a _ Q - a
J o d°
as - U � a
as
a� N
(3) ADDITIONAL
#6 x 12'-0" LG HORZ w w
BARS EACH FACE 00
w
#3 TIES @ 4" OC FOR
BEAM EXTEND 2'-0"
PAST BOTH WALLS,
SEE DETAIL 1 / S202
4 DETAIL
S302 1 " = 1'-0"
#5 HOOKED DOWEL @ 12" OC 10
(HOOKS ARE TO BE HORZ
ALIGNED WITH WALL)
28
d
10
28
(1) #4 HAIRPIN @ 3'-0" OC
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID)
CLR
WATER STOP
00 m
uJ
(3) #4 HORZ BARS EACH FACE CONT
(2) #6 HORZ BARS CONT
`'— #3 TIES @ 12" OC FOR
N BEAM EXTEND 2'-0"
PAST WEIR WALL,
SEE DETAIL 1 / S202
5 DETAIL
S302 1" = 1'-0"
0
M
R"
GROUT PLUG BY
PC SUPPLIER
I I I I I I
I I I I I I
I I I I I a
I I I I I
00
I I
� d '
kf
I I I
(REPEAT DETAIL
EVERY 3'-0")
BLOCK OUT BY
PC SUPPLIER
(rLHIN VltVV)
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
VIEW
ISSUED FOR REVIEW
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
SLUDGE PIT SECTIONS
AND DETAILS

BLOCK OUT BY
PC SUPPLIER
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
INTO VOID AT ALL OTHER LOCATIONS
#4 HAIRPINS @ 48" OC
PLACE IN HOLLOW CORE AS SHOWN
2'-0"
2 DETAIL_
S303 1" = V-0"
CONC AND REINF
BY WALL CONTRACTOR
1'- 6" 1 1/2" CLR
U
3 1/2"
WATER
STOP
0
0
00 m
w
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO 3
COVER TOP OF BIOGAS CHAMBER S303
AND EXTEND DOWN EXT WALLS 3'-0" 2
FROM TOP OF PC PLANKS S303
(OVERLAPPING FOAM INSUL 2")
i
-3
0 0000
10" GROUTED PC PLANK
GR MAX: 15'-0"
(GROUTING BY PC INSTALLER)
J GR MIN: 14'-0"
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
APPLY SPRAY -ON EPDXY
UNDER -COATING TO UNDER
SIDE OF PC PLANKS, EXTEND
DOWN TO BOTTOM WALLS
4" FOAM INSUL STARTING
4"X4" SPRAY FOAM COVING ON
WITHIN EFFLUENT PIT T
2'-10" FROM TOP OF PC AND
BIOGAS SIDE OF WALL. ALSO SPRAY
EXTENDING TO FOOTING,
COVING ON TOP 3'-0" OF VERT JOINTS
TYPICAL ON ALL EXT WALLS
WHERE THE SLUDGE AND EFFLUENT
PIT WALLS MEE THE CHAMBER WALLS
#7 BARS @ 9" OC, VOF
#7 BARS @ 9" OC, VEF
#8 BARS @ 9" OC, VIF _
0
O
#5 BARS @ 10" OC, HE #5 BARS @ 10" OC, HEF ifl
#5 HOOKED DOWEL
(MATCH VERT REINF 2" CLR 2" CLR 2" CLR 2" CLR
SPACING)
#5 HOOKED DOWEL
(MATCH VERT REINF
34 SPACING)
34
10
6" VINYL WATERSTOP, 10
REQUIRED AT ALL EXT
WALL -TO -FLOOR JOINTS
6" VINYL WATERSTOP,
REQUIRED AT ALL EXT
FLOOR SLAB REINF: WALL -TO -FLOOR JOINTS
#5 BARS @ 12" OC EW
U N d
(1) #6 BAR CONT
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID)
28
0
#5 @ 12" OC EW #5 @ 12" OC EW U
"o 12'-0" 1'-0" 1'-6" `Y'
17'-0"
1 EFFLUENT PIT SECTION
S303 1/2" = 1'-0"
10
A (1) #6 BAR CONT �A
CONC AND REINF v BLOCK OUT BY GROUT PLUG B)
BY WALL CONTRACTOR N PC SUPPLIER PC SUPPLIER
00(
(2) #4 HAIRPINS @ 48" OC
PLACE IN HOLLOW CORE AS SHOWN
6"
2'-6"
3 DETAIL
S303 1" = 1'-0"
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
1/2" BRG o VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
0o m INTO VOID AT ALL OTHER LOCATIONS
w
— WATER
STOP
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH VOID)
28
10
(REPEAT DETAIL
EVERY 4'-0")
BLOCK OUT BY
PC SUPPLIER
VIEW "A -A"
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
EFFLUENT PIT
SECTIONS AND
DETAILS

4'- 0" 2 4'-0" REMOVABLE PC PLANK
TYPICAL GROUTED CORE
AND HAIRPIN @ 48" OC, 8
SEE DETAIL 4/ S300 S304 S304
4'-0"
(2) ADDL GROUTED CORES AND
HAIRPINS EACH SIDE OF REMOVABLE
PLANK, SEE DETAIL 8/ S304
1 Q� I �
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I
-------------------- ---------------------- --4n I- k-----------------------------
#5 DOWELS @ 12" OC
SEE DETAIL 4/ S300
(3) ADDL #5 HOOKED
DOWELS @ 6" OC
STAGGERED
1" FOAM JOINTS AT
END OF REMOVABLE
PC PLANK ONLY
�\ PLAN VIEW - REMOVABLE PLANK OUTSIDE WALL
S304 1/2" = 1'-0"
NOTE: DO NOT GROUT SIDES OF
4" INSULATION/SEALER REMOVABLE PLANKS
NOT SHOWN FOR CLARITY (SPRAY FOAM ONLY)
(3) ADDL #5 HOOKED DOW
SEE PLAN VIEW FOR SPAC
ELS
ING) � (2) REMOVABLE PLANK
(3) ADDL #5 HOOKED
DOWELS @ 12" OC
STAGGERED
DO NOT GROUT SIDES OF
REMOVABLE PLANKS
(SPRAY FOAM ONLY)
(3) ADDL #5 HOOKED DOWELS
SEE PLAN VIEW FOR SPACING)
3'- 9 1/2" +/- 4'- 5 1/2" +/- 3'- 9 1/2" +/- 4'- 5 1/2" +/- 3'- 9 1/2" +/-
(3) ADDL #5 HOOKED 5 (3) ADDL #5 HOOKED #4 DOWELS @ 12" OC
DOWELS @D 2 OC O GROUTED PC PLANKS S304 DOWELS @ 12" OC, SEE DETAIL 2/ S301
STAGGERED
STAGGE
L
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
3 Lruuli iVVV VVi iVli iVi iVu VVull uVV
304
I I I I I I I I I I I I I I I I
u uu � u u u
TYPICAL GROUTED CORE 1" FOAM JOINTS AT (2) ADDL GROUTED CORES AND #5 DOWEL
AND #5 DWL @ 48" OC, END OF REMOVABLE BARS EACH SIDE OF REMOVABLE PLANK,
SEE DETAIL 2/ S301 PC PLANK ONLY SEE DETAIL 5 S304
4'- 0" (2) 4'-0" REMOVABLE PC PLANKS 4'- 0"
02 PLAN VIEW - REMOVABLE PLANK INSIDE WALL
S30� 1/2" = 1'-01,
NOTE:
ALL BEAM REINFORCING IS
ADDITIONAL TO TYPICAL
WALL REINFORCING
:D�00000�C)-07)""(70
�O�OaO�O O"00' Ob O700OOO
(3) #6 x 12'-0" LG HORZ
BARS EACH FACE
tit
O"tl
8'- 411A11Tlrl�-
O"tl
Tlrl�- 11 !1
1L�1 TI
11 !1
k�r/ rwv� ttvo — . — v - --
@ 6" OC EACH FACE
NOTE:
4" INSULATION/SEALER
NOT SHOWN FOR CLARITY
(2) #4 BAR CONT U
N
w
m
w
ELEVATION VIEW - REMOVABLE PLANK
S304 1/2" = 1'-01,
CONC AND REINF
BY WALL CONTRACTOR
1'-6"
BLOCK OUT BY
PC SUPPLIER
L GROUT PLUG BY PC SUPPLIER.
INSTALL 18" INTO PC VOID AT
CONNECTION TO WALL. INSTALL
PLUGS 4" INTO VOID AT ALL
OTHER LOCATIONS
• (2) ADDL GROUTED CORE AND
#5 x 3'-0" LG DOWEL EACH SIDE
OF REMOVABLE PC PLANK
(3) ADDL #5 HOOKED
DOWELS @ 12" OC,
STAGGERED
10
28
L5 --\ �)SECTION VIEW - PLANK INSIDE WALL
2" C
(2) #4 BAR CONT
= 0
00 m
�w
,, •• ��•• V •, •••• 1`Y/ r1vvL ttU V Cr% I U/-% 0
@ 6" OC EACH FACE
NOTE:
TYPICAL WALL REINF NOT
SHOWN FOR CLARITY
NOTE:
4" INSULATION/SEALER
NOT SHOWN FOR CLARITY
CONC AND REINF
1'- 6" BY WALL CONTRACTOR
U BLOCK OUT BY
iv PC SUPPLIER
— GROUT PLUG BY PC SUPPLIER.
INSTALL 18" INTO PC VOID AT
CONNECTION TO WALL. INSTALL
PLUGS 4" INTO VOID AT ALL OTHER
LOCATIONS
— TYP. GROUTED CORE AND #4
HAIRPIN @ 48" OC
/ 1'- 8"
— WATER STOP
— TYP. #5 HOOKED DOWELS @ 12" OC
10
28
6 SECTION VIEW - REMOVABLE PLANK INSIDE WALL
S304 1" = 1'-01,
NOTE: DO NOT GROUT SIDES OF
4" INSULATION/SEALER REMOVABLE PLANKS
NOT SHOWN FOR CLARITY (SPRAY FOAM ONLY)
(3) ADDL #5 HOOKED DOWELS
SEE PLAN VIEW FOR SPACING) 7
(2) REMOVABLE PLANK O
Q10, I
�00000�CT-0-�DFO 0"'1010
(4) ADDL #8 VERT BARS
@ 6" OC EACH FACE
4 ELEVATION VIEW - REMOVABLE PLANK OUTSIDE WALL
S304 1/2 = 1'-01,
NOTE:
4" INSULATION/SEALER
NOT SHOWN FOR CLARITY
J
U
(1) #6 BAR CONT iv
0
WATER
❑ STOP
00 m
w
(3) ADDITIONAL #6 x 12'-0" LG
HORZ BARS EACH FACE
8"
#3 TIES FOR BEAM REINFORCING l
(SEE DETAIL 3/ S30,FOR SPACING) \
co
III
CONC AND REINF
BY WALL CONTRACTOR
REMOVABLE PLANK
BY PC SUPPLIER
1" FOAM SPACER
TYPICAL #5 HOOKED DOWELS @ 12" OC 10
28
�(70 SECTION VIEW - REMOVABLE PLANK OUTSIDE WALL
S304) 1" = 1'-01,
DO NOT GROUT SIDES OF
REMOVABLE PLANKS
(SPRAY FOAM ONLY)
(3) ADDL #5 HOOKED DOWELS
SEE PLAN VIEW FOR SPACING)
4
NOTE:
ALL BEAM REINFORCING IS
ADDITIONAL TO TYPICAL
WALL REINFORCING
NOTE:
TYPICAL WALL REINF NOT
SHOWN FOR CLARITY
(4) ADDL #8 VERT BARS
@ 6" OC EACH FACE
NOTE:
4" INSULATION/SEALER
NOT SHOWN FOR CLARITY CONC AND REINF
BY WALL CONTRACTOR
2" CLR 1'- 6"
U
(1) #6 BAR CONT iv
0
BLOCK OUT BY
PC SUPPLIER
• •
WATER • GROUT PLUG BY PC SUPPLIER.
STOP INSTALL 18" INTO PC VOID AT
o CONNECTION TO WALL. INSTALL
0° • PLUGS 4" INTO VOID AT ALL OTHER
w LOCATIONS
• • (2) ADDL GROUTED CORE AND #4
HAIRPIN EACH SIDE OF
REMOVABLE PLANK
•
(3) ADDITIONAL #6 x 12'-0" LG
HORZ BARS EACH FACE
#3 TIES FOR BEAM 2'- 0"
REINFORCING (SEE
DETAIL 3/ S304 FOR
SPACING) 8" (3) ADDL #5 HOOKED DOWELS
lo
@ 12" OC STAGGERED
10
28
SECTION VIEW - PLANK OUTSIDE WALL
S304 1" = 1'-0" @2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
REMOVABLE PLANK
DETAILS

T
41
11' - 10"
11' - 3" BEAM -7" MOUNTING
0
14\ 1L17 _. 7r nn I n f IAll 11 non />n
SS BEAM
(TOP VIEW)
10'-0"
ELEVATION VIEW - STAINLESS STEEL BEAM
1" = 1'-0"
ul_' Ivl I ��l.ET FORMED BY
CONCRETE CONTRACTOR
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
WALLS 3'-0" FROM TOP OF PC PLANKS
CONIC AND REINF
BY WALL CONTRACTOR
BLOCK OUT BY
PC SUPPLIER
w GROUT PLUG BY PC SUPPLIER
m
W
O (1) #5 x 3'-0" LG DOWEL @ 48" OC
U PLACED IN HOLLOW CORE AS SHOWN
z
Q
Lo
WALL
DETAIL - STAINLESS STEEL BEAM
1 " = 1'-0"
1/2" x 7" LG 304 SS WEDGE BOLTS
(2) EACH END OF BEAM, 5" ANCHOR EMBED
(FOLLOW MFR INSTALLATION INSTRUCTIONS)
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
STAINLESS STEEL
BEAM DETAILS

ADD INSIDE AND OUTSIDE CORNER
BENT REINFORCING BARS AS SHOW
SIZE AND SPACING TO MATCH TYP.
HORZ WALL REINFORCING U.N.O.
TYPICAL OUTSIDE CORNER DETAIL
1" = 1'-0"
ADD INSIDE AND OUTSIDE CORNER
BENT REINFORCING BARS AS SHOW
SIZE AND SPACING TO MATCH TYP.
HORZ WALL REINFORCING U.N.O.
TYPICAL INTERIOR CORNER DETAIL
1.1 = 1'-0"
©2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
CORNER
REINFORCEMENT
DETAILS

6" VINYL WATER STOP
REQUIRED
(C
r
9,_n„ 1,_n„ 7,-n„
3'-6" 1 3'-6" ,
SUMP PIT BASE DETAIL
1/2" = 1'-0"
SECTION
1/2" = 1'-0"
9'-n„ r, -n„ 1,-n„ 1,-r„
SECTION
1/2" = 1'-0"
WATER STOP
EW
#5 HOOKED DOWEL
(MATCH VERT REINF SPACING)
45
10
SLAB REINF:
#5 BARS @ 12" OC EW
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
SUMP PIT BASE DETAIL
S307

2
S308
#7 BARS @ 9" OC, VEF
#5 BARS @ 10" OC, HEF
DIGESTER
SIDE
SEE DETAIL 4/ S308 FOR
#8 @ 4" OC ADJACENT TO
WEIR WALL
2" CLR Ivy. J,I 2" CLR
SPRAY -ON TOP -COAT EXTENDING
DOWN EXT WALLS 3'-0"
4" OF SPRAY -ON SEALER/INSUL TO COVER TOP
OF BIOGAS CHAMBER AND EXTEND DOWN EXT
WALLS 3'-0" FROM TOP OF PC PLANKS
(OVERLAPPING FOAM INSUL 2")
10" GROUTED PC PLANK
(GROUTING BY PC INSTALLER)
APPLY SPRAY -ON EPDXY UNDER -COATING
TO UNDERSIDE OF PC PLANK, EXTEND
DOWN SIDE WALLS 3'-0" MIN
4"X411 SPRAY FOAM COVING ON
BIOGAS SIDE OF WALL. ALSO SPRAY
COVING ON TOP 3'-0" OF VERT JOINTS
WHERE THE SLUDGE AND EFFLUENT
PIT WALLS MEE THE CHAMBER WALLS
ACID CHAMBER
SIDE
#5 HOOKED DOWEL
(MATCH VERT REINF SPACING,
SEE 2/ S400 FOR ALTERNATE
DOWEL DETAIL)
01 6" VINYL WATERSTOP,
REQUIRED AT ALL EXT
0 WALL -TO -FLOOR JOINTS
n_
N
�1
2
"' 1' - 0" �#5 @ 12" OC EW
, 4'-0" ,
1 ACID CHAMBER DIVIDING WALL
S308 1 /2" = 1'-0"
71 011 440 /N All f"%fl %/CC
34
10
FLOOR SLAB REINF:
#5 BARS @ 12" OC EW
UP I IUN: UEN I EH WALL 5EU I IUN MAY BE PUUHEU LA I EK,
HOWEVER ACID CHAMBER STUB WALL SHALL BE POURED
MONOLITHICALLY WITH SIDE WALLS MINIMUM OF 10'-0" FROM EACH CORNER.
ACID CHAMBER DIVIDING WALL - REBAR
1/4" = 1'-0"
GROUT PLUG B)
PC SUPPLIER
(REPEAT DETAIL
EVERY 3'-0")
BLOCK OUT BY
PC SUPPLIER
I_1
VIEW "A -A"
(PLAN VIEW)
1'-0"
CONIC AND REINF
BY WALL CONTRACTOR
(1) #4 HAIRPIN @ 3'-0" OC
6"
2'-0"
2 DETAIL
S308 1" = 1'-0"
VC PIPES
NING
IL 6/ S400
x4'-0'I DIAG BARS
-ACE OF CONIC AT
ZNER OF OPENING
)DL VERT BAR TO EACH FACE
AT EACH SIDE OF WALL OPENING
S TO MATCH TYP VERT REINF
D, 10" OC, HEF
GROUT PLUG BY
PC SUPPLIER
(REPEAT DETAIL
EVERY 3'-0")
BLOCK OUT BY
PC SUPPLIER
IG1
(1) #6 BAR CONT
BLOCK OUT BY
PC SUPPLIER
GROUT PLUG BY PC SUPPLIER. INSTALL 18" INTO PC
VOID AT CONNECTION TO WALL. INSTALL PLUGS 4"
INTO VOID AT ALL OTHER LOCATIONS
WATER
STOP
#5 HOOKED DOWEL @ 12" OC
(HOOKS ARE TO BE HORZ
ALIGNED WITH WALL)
28
10
00 O 0-
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0-
0
J
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- - - I - I -
SUMP PIT BASE DETAILS
3 ACID CHAMBER WIER WALL
S308 1/2" = 1'-0"
0 (-)�010(
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@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
ACID CHAMBER
DIVIDING WALL
SECTIONS AND
DETAILS
S308

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INSIDE OF W
SPRAYED ON 4" SEALER/INSULATION TO -
COVER TOP OF BIOGAS CHAMBER AND
EXTEND DOWN SIDE WALLS 2'-10" FROM
TOP OF PRECAST (NO COVER OVER PITS)
SPRAYED ON ACRYLIC TOP -COATING EXTENDING -
DOWN SIDE WALLS 2'-10" (NO COATING OVER PITS)
0
SPRAYED ON SEALER/INSULATION AROUND ALL -
PENETRATION PORTS PRIOR TO UNDER -COATING
CORE DRILL THRU PRECAST PANEL FOR —
PENETRATION PORTS, CONTACT PRECAST
SUPPLIER FOR LOCATION OF HIGH TENSILE
STRANDS LOCATED IN PRECAST PANELS
PENETRATION PORT WILL
VARY IN SIZE AND SHAPE
PENETRATION PORT MOUNTING PLATE
MUST BE SECURED TO PRECAST PANEL
AND SEALED WITH ROOF CEMENT PRIOR
TO FINAL INSULATION AND TOP COATING
0
PENETRATION PORT DETAIL
n
3" DIA SCH 40 PVC PIF
CENTERED IN WALL
H
OPENING VARIES
SEE ELEVATIONS
SECTION A -A
DVO WALL PENETRATION DETAIL
3/4" = 1'-0"
WALL CONTRACTOR TO FILL VOID
WITH NON -SHRINK HYDRAULIC GROUT
4"X4" SPRAY FOAM COVING ON
BIOGAS SIDE OF WALL. ALSO SPRAY
COVING ON TOP 3-0" OF VERT JOINTS
WHERE THE SLUDGE AND EFFLUENT
PIT WALLS MEE THE CHAMBER WALLS
SPRAYED ON EPDXY TO COVER ALL
PIPE PENETRATIONS AND MIXING HOODS
z
0
W Q
w �
� w
Q J
> w
w
w
U)
W z
ry0
C7 �
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J
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w ru
ww
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DVO SUPPLIED HDPE PLATE ANCHOR
TO WALL, INSTALL PIPE THRU HOLES IN
PLATE TO SUPPORT PIPES AND CREATE
SPACE FOR GROUT
WALL CONTRACTOR TO FILL VOID
WITH NON -SHRINK HYDRAULIC GROUT
DVO SUPPLIED HDPE PLATE ANCHOR
TO WALL, INSTALL PIPE THRU HOLES IN
PLATE TO SUPPORT PIPES AND CREATE
SPACE FOR GROUT
OUSIDE OF WALL
3 DVO WALL PENETRATION DETAIL
S400 1.1 = 1'-0"
0
INSIDE OF W
w
t=
ry
0
LL
C
PATCH TIE HOLE W/
SIKA QUICK VOH GR(
1'- 0" WALL
WALL FORM TIE PLUG DETAIL
1 1 /2" = V-0"
LINK SEAL DETAIL (OPTIONAL
1 " = 1'-0"
PATCH TIE HOLE W/
SIKA QUICK VOH GROUT
SIKA X-PLUG SIZE PER
MANUFACTURES PRODUCT
DATA SHEET
NOTE:
ALTERNATE WALL TIE PATCHING
DETAIL SHALL BE SUBMITTED AND
APPROVED BY DVO PRIOR TO USE
IL IS INTENDED ONLY FOR WALL
IONS THAT ARE REQUIRED
LLS HAVE BEEN POURED. WHEN
PLACE SLEEVES IN WALLS PRIOR
'OURS.
CORE HOLE SIZE PER LINK
SEAL SPECIFICATIONS FOR
PIPE SIZE
INSTALL LINK SEAL AROUND
PIPE PER MANUFACTURER
SPECIFICATIONS
OUSIDE OF WALL
EXISTING WALL
POUR
APPROVED ADHESIVES:
- POWERS AC-100 + GOLD
- HILTI HY-200
VF) ADHESIVE ANCHORS SHALL BE INSTALLED PER
THE MANUFACTURES WRITTEN INSTRUCTIONS
ALL SUBSTITUTIONS TO APPROVED ADHESIVES MUST
BE APPROVED BY DVO, INC.
5'-0"
ALTERNATE INTERIOR WALL BASE DOWEL DETAIL
APLY APRROVED EPDXY
BEHIND RETROFIT
WATER STOP
/
/I
/ I
/ SCALE: 3" = V-0"
/
NEW WALL POUR
#4 x 29" LG DOWELS WITH 5" EMBED
(MATCH HORIZ REINF SPACING)
DRILLED HOLE (SEE NOTES)
1/8"x1-1/4" STAINLESS STEEL BATTEN BAR
FASTENED WITH 1/4"x2-1/4" STAINLESS STEEL
ANCHOR BOLTS @ 6" OC
GREENSTREAK #581 PVC RETROFIT
WATER STOP AT WALL
CONSTRUCTION JOINT
APPLY EXPANDING SEALANT ON
EACH SIDE OF WALL DOWELS
ENTIRE LENGTH OF WALL
APPROVED ADHESIVES:
- POWERS AC-100 + GOLD
- HILTI HY-200
ADHESIVE ANCHORS SHALL BE INSTALLED PER
THE MANUFACTURES WRITTEN INSTRUCTIONS
SUBSTITUTIONS TO APPROVED ADHESIVES MUST
BE APPROVED BY DVO, INC.
5 ALTERNATE WALL INTERSECTION DOWEL DETAIL
S400 1 " = 1'-0"
(NON WIER WALLS)
@2022 Larson Engineering, Inc. All rights reserved
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Date:
Design Firm#
Revision Schedule
No. Date Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
1
06/20/2023
ADDED DETAIL
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
MISCELLANEOUS
DETAILS

6" VINYL WATER STOP REQUIRED
(GREENSTREAK 705 OR 732) CENTERED
ON WALL AT CONSTRUCTION JOINT
CONSTRUCTION JOINT
APPLY EXPANDING SEALANT
OUTSIDE OF WALL
N J
U
2" CLR-/ '-2" CLR
INSIDE OF WALL
WALL CONSTRUCTION JOINT DETAIL
S401 / 1 " = V-0"
6" VINYL WATER STOP REQUIRED
(GREENSTREAK 705 OR 732)
ire
o �
1�
2
1'- 6" MIN
1 1/2"
1'-6"
GREENSTREAK SPEED DOWELS
6" LONG SLEEVE - ELIMINATES
THE NEED TO GREASE DOWEL
APPLY EXPANDING SEALANT
ry
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� 1'-6" 1'-6"MIN
3/4" DIA. x 12" LG (MINIMUM)
SMOOTH DOWEL @ 16" OC
FLOOR CONSTRUCTION JOINT DETAIL 1
1" = 1'-01,
VLVVI\L U/"lVL VLlIL
WATER STOP TO SUBBASE
WITH SPIKE @ 36" OC (MAX)
GREENSTREAK 772 INSTALLATION NOTES:
CENTER BULB BASE SEAL
PVC WATER STOP
FLOOR CONSTRUCTION JOINT DETAIL 2
1" = 1'-01,
-HE FOOTING FORM BOARDS ALONG THE INTENDED FLOOR JOINT LINE.
) THE NAILS IN ADDITION TO THE CENTER ALIGNMENT FIXTURE WHEN
>AG IN THE LINE.
ED BELOW THIS LINE AND SECURED TO THE COMPACTED GRADE AS
ILE THE STRING LINE WILL BE REMOVED TO FACILITATE SLAB POUR.
SE SEAL JOINT AREA, INSURE CONSOLIDATION OF CONCRETE AROUND
WITH THE USE OF IMMERSION VIBRATOR.
@2022 Larson Engineering, Inc. All rights reserved
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SEAL
Date:
Design Firm#
Revision Schedule
No.
Date
Description
A
1/20/2023
ISSUED FOR REVIEW
0
1/24/2023
ISSUED FOR
CONSTRUCTION
Project#: 36220372
Drawn by: EWF
Checked by: JGM
Sheet Title:
CONTROL AND
CONSTRUCTION JOINT
DETAILS

DIGESTER1 HEATING SYSTEM
i

PROPRIETARY PROPERTY OF OM9 INC.

PROPRIETARY PROPERTY OF OM9 INC.

PROPRIETARY PROPERTY OF OM9 INC.

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VAPOR INLET VAPOR INLET
3"
*FA3
IGNITION PANEL
(MODEL: DSI)
NOTES:
1. NO POCKETS
2. 300 BTU/SCF MIN
* SUPPLIED BY HERO FLARE
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Attachment 6
Floodplain Maps

ON
Legend North Carolina Floodplain Mapping Program
Panels
0 PolitioaIAre as
Stream Centerline
Cross Sections
fir— Levee
Flood Hazard Areas
- AE
Floodway (AE)
0.2 % ChanoeAnn uaIFlood Hazard
� Future Conditions 1%Annual Chance Flood Hazard

National Flood Hazard Layer FIRMette .., FEMA
Legend
81o23V'W 35o25'48"N
I - l .V,000
0 250 500 1,000 1,500 2,000
Basemap: USGS National Map: Orthoimagery. Data refreshed October, 2020
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth zone AE, AO, AH, VE, AR
HAZARD AREAS Regulatory Floodway
0.2%Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
®`Future Conditions 1% Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone
FLOOD HAZARD ��� Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zone
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone D
GENERAL -- - - Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodwall
V Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
a - - - Coastal Transect
^-^^-5n— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER
_ Profile Baseline
FEATURES
Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS
Unmapped
YThe
pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 9/8/2022 at 12:59 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

Attachment 7
Division of Air Quality Permit Applicability Determination

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MICHAEL A. ABRACZINSKAS
Director
Mr. Rick Wilcox
CEO
SRNG-Beam, LLC - Beam Dairy
1447 South Tyron Street
Suite 301
Charlotte, NC 28203
NORTH CAROLINA
Environmental Quality
January 9, 2024
SUBJECT: Permit Applicability Determination
Applicability Determination No. 4040
SRNG-Beam, LLC - Beam Dairy
Cherryville, Lincoln County
Facility ID No. 5500132
Dear Mr. Wilcox:
The Division of Air Quality received your letter on September 29, 2023, requesting that this office
determine whether an air quality permit is necessary for the proposed dairy manure -to -renewable
natural gas facility located at 3058 Johnstown Road, Lincoln County, Chenyville, NC.
In light of the information provided, personnel of the Division of Air Quality have reviewed your
letter relative to applicability to air quality permits, and our determinations are listed as follows:
1. SRNG Beam, LLC Beam Dairy (Facility ID. 5500132), Lincoln County, North Carolina is
exempt from permitting per 15A NCAC 2Q .0102(d) since the facility -wide actual
emissions of particulate matter (PM10), sulfur dioxide, nitrogen oxides, volatile organic
compounds, carbon monoxide, hazardous air pollutants (HAP), and toxic air pollutants
(TAP), each are less than five (5) tons per year and the total potential aggregate emissions
of these pollutants are projected to be less than 10 tons per year.
2. This facility will be recommended for a compliance assurance visit (CAV).
North Carolina DepartmentofEnvironmental Quality J Division of Air Quality
D Mooresville Regional Office 1 610 East Center Avenue, Suite 3011 Mooresville, NC 28115
704.663.1699 T I 704.663.6040 F
N Rni anouw.
OagNneM N GVImmmeMA 9u9�

Mr. Wilcox
January 9, 2024
Page 2
Therefore, this office has determined that an air quality permit is not required for the SRNG Beam,
LLC Beam Dairy (Facility ID. 5500132). It should be noted that this exemption from the
permitting requirement does not exempt SRNG-Beam, LLC - Beam Dairy from complying with the
applicable emission control standards. Any emissions resulting from the SRNG Beam, LLC Beam
Dairy (Facility ID. 5500132) must be accounted for on all facility wide emission summaries.
Furthermore, should you decide to modify the process such that the result is an increase of
emissions of air pollutants including toxic air pollutants, an air quality permit may be required and
SRNG-Beam, LLC - Beam Dairy should submit a permit application to this office prior to such
actions.
You are advised that future regulations including National Emission Standards for Hazardous Air
Pollutants (NESHAP) may be promulgated and adopted by the Division which apply to this type of
manufacturing facility. If so, SRNG-Beam, LLC - Beam Dairy may be required to apply for an air
quality permit for this equipment at that time.
This exemption from the permitting requirement is based upon your statement that the source will
be operated under the threshold levels as outlined in the regulation. Please be advised that the
operation of any air pollution emission sources which results in emissions in excess of the threshold
levels without an air quality permit is a violation of 15A NCAC 02Q .0101, "Required Air Quality
Permits." If this facility is required to obtain an air quality permit for this equipment in the future
because of increased emissions, each day of operation of the emission sources without an air quality
permit represents a separate violation. Such violations maybe subject to enforcement action
pursuant to NCGS 143-215.114A.
If you have any questions with reference to the above matter, please do not hesitate to contact
Karyn Kurek at 704-235-2220.
Sincerely,
Melinda Wolanin, Regional Supervisor
Division of Air Quality, NCDEQ
KAK:tm
cc: Laserfiche
https://nceonnect,shaepo int.com/sites/DAQ-MRO/Counties/LINCOLN/00132/5500132_EXEMPT_LTR_20240109.doex