Homepage Blank Ohio Epa 4309 Template
Jump Links

Embarking on new development projects, particularly those concerning infrastructure like sanitary sewers, requires meticulous planning, a comprehensive understanding of the construction process, and adherence to environmental standards set forth by regulatory bodies. The State of Ohio Environmental Protection Adventure's Division of Surface Water offers a roadmap for navigating these complexities through the Ohio EPA 4309 form, a critical document for anyone seeking permit-to-install or plan approval for sanitary sewers. This form serves as a supplemental piece to the initial application, where the applicant details the scope of the project, including the geographical specifics, the expected expansion, and the inclusion of any pump stations. It demands thorough information regarding pipe specifications, expected wastewater flow, and the receiving wastewater treatment facility's capacity. Moreover, the form touches on important design aspects like ensuring protection against freezing, preventing displacement by erosion, and addressing the need for concrete anchors on steeper slopes. Significantly, it includes considerations for protecting water supplies by maintaining a safe distance from water lines and ensuring no direct connections between the sewer and any potable water sources. The form also outlines requirements for manhole design, stream protection measures, installation and testing procedures, and compliance with sewer use ordinances, underscoring the effort to safeguard community health and the environment. Applicants must navigate these sections with precision, as the form not only encapsulates technical specifications but also aligns project goals with sustainable environmental practices.

Example - Ohio Epa 4309 Form

State of Ohio Environmental Protection Agency

 

Division of Surface Water

Supplement to Form A – B1

Division of Environmental & Financial Assistance

 

 

 

Permit-to-Install/Plan Approval Application

Sanitary Sewers

FOR AGENCY USE ONLY

Application Number:

Date Received: /

/

 

 

Applicant:

Facility Owner:

Ultimate owner (if different):

Application/Plans Prepared by:

Project Name:

1. Project Description

a. Describe the location, size and current development of the area to be served. List street address, township, county, and include longitude and latitude coordinates in describing location.

b. What is the possibility that future sanitary sewer extensions will connect to the sanitary sewers which are the subject of this application?

c. Are there any pump stations included as part of this sewer construction? (If Yes, fill out attachment to Form B1)

d. Indicate type(s) of sewers proposed (check all that apply):

Conventional gravity

Small diameter gravity (w/septic tanks)

Vacuum

Siphon

Yes

No

Pressure (GP or STEP)

Force main (must include pump station)

2. Pipe Specifications

Please identify each type (as indicated in 1d above) and size of pipe included in this project.

Type

Pipe

Pipe

Material *

Joint*

Bedding**

Minimum

Size

Material

Specification

Specification

Classification

Slope

 

Pipe

Length

Maximum

Manhole

Spacing

*List ASTM, AWWA, or ANSI specification number. For any specification that does not appear on Ohio EPA’s pipe specification list, the applicant shall submit the standard for approval with the Permit-to-Install.

** 100 percent to pass ¾-1.0 inch sieve. ASTM C-12 (A, B, C), D-2321 (IA, IB, II, III), or other. Ohio EPA Approvable Pipe Specification List: http://www.epa.ohio.gov/dsw/pti/PipeSpecs.aspx

EPA 4309 (rev. 9/09)

Form B1

Page 1 of 4

3. Design Flow in Proposed Sewer

Identify flows expected at start-up (for example, currently existing flows plus design flow for this project) and the flows expected at design (for example, start-up flows plus flows from future phases of development) at terminus of proposed sewer.

 

Average Daily Flow

 

Peak Hourly Flow

Start-Up Flows (based on immediate area served)

 

MGD

 

 

MGD

Design Flows (based on planned area served)

 

MGD

 

 

MGD

 

 

 

Hydraulic Capacity of Sewer

 

MGD

 

 

MGD

 

 

 

 

 

 

 

 

 

Assumptions used to calculate above flows: (check all that apply)

 

Start-Up

 

 

Design

 

Residential Population at:

 

gal/home*

 

homes

 

 

 

homes

 

 

 

 

 

 

 

 

 

 

 

 

Residential Population at:

 

gal/cap/day

 

people

 

 

 

people

 

 

 

 

 

 

 

 

 

 

 

 

Non-Residential Flows (for example commercial, industrial, etc.):

 

MGD

 

 

 

MGD

 

 

 

 

 

 

 

 

 

 

Computer Flow Modeling Results (attach explanation and data)

 

 

 

 

 

 

 

*120 gallon/bedroom in accordance w/ OAC 3745-42-05 unless additional information is submitted

4. Receiving Wastewater Treatment Facility

a. What treatment facility will be receiving flow from these sewers?

Present treatment facility average daily flow

 

MGD (based on

/20

(month/year) ADF)*

 

 

 

 

 

Proposed treatment facility average daily flow (based on present average daily flow plus all connections currently under construction or being designed)

Design average daily flow of the treatment facility

MGD (based on

b.Does the treatment facility have adequate capacity to treat anticipated flows from existing sewers plus the proposed sewers based on the sewer's design capacity?

If No, on a separate sheet, please describe the steps being taken to ensure that the treatment facility has adequate capacity. Include specific work items and schedules as appropriate.

MGD design year)

Yes No

c. Is there intent to expand the treatment facility to treat additional flows?

Yes

No

*Note: Flow data to be no older than one calendar year from date of PTI submission

5. Sewer Design

a. Are the sewers deep enough to serve all adjacent basements?

(refer to GLUMRB, Recommended Standards for Wastewater Facilities, 2004, Section 33.2)

If No, please explain how the basements will be served:

b. Are sewers at a sufficient depth to prevent freezing? (GLUMRB Section 33.2)

If No, please explain how freezing will be prevented:

c. Where small sewers join larger ones, have the inverts of the larger sewers been lowered sufficiently to maintain the same energy gradient? (GLUMRB Section 33.6)

d. Have provisions been made to protect sewers against displacement by erosion and impact at velocities over 15 fps? (GLUMRB Section 33.45)

e. Are sewers with slopes greater than 20 percent secured with concrete anchors (or equal), spaced as required? (GLUMRB Section 33.46)

f. Are there any overflows or bypasses upstream of the point of connection that may be impacted by the flows from the new sewer?

g. Are there any sanitary overflows or bypasses or combined sewer overflows downstream of the point of connection?

* (If Yes to f. or g., on a separate sheet provide a description of the exact location of any overflows or bypasses)

Yes No

Yes No

Yes No

Yes No

Yes No

Yes* No

Yes* No

N/A

N/A

N/A

h. Is the force main designed to withstand water hammer pressures and associated cyclic reversal of stresses that are expected with the cycling of wastewater pump stations?

(GLUMRB Section 49.4)

If No, please explain:

Yes

No

N/A

EPA 4309 (rev. 9/09)

Form B1

Page 2 of 4

(GLUMRB Section 38.2)
(GLUMRB Section 38.1)
(GLUMRB Section 34.2)
(GLUMRB Section 34.6)

6. Stream Protection

a. Are there any stream crossings? (If Yes, fill out the stream evaluation addendum)

 

Yes*

No

 

If Yes,

 

 

 

 

 

1.

How many crossings are made? (GLUMRB Section 36.14)

Number of crossings:

 

 

 

 

 

 

 

 

 

 

2.

Are the crossings perpendicular to the stream? (GLUMRB Section 36.14)

 

 

Yes

No

 

3.

Are crossings to be made at previously disturbed areas?

 

 

Yes

No

 

4.

Is the streambed substrate composed primarily of solid rock, sand and gravel, or silt?

Rock

Sand/gravel

Silt

5.

In areas of steep slope or unstable soils, are the sewers located on more level, terraced areas?

Yes

No

N/A

6.

Are the sewers at a sufficient depth to protect the sewer line? (GLUMRB Section 36.11)

 

Yes

No

N/A

b. Do any sewers run parallel to any streams?

 

 

Yes*

No

 

If Yes,

 

 

 

 

 

1.

Is there any woody vegetation along the stream banks?

 

 

Yes

No

 

2.

Are the sewers and construction easements located outside of the vegetated areas?

 

Yes

No

N/A

3.

In areas of steep slope or unstable soils, are the sewers located on more level, terraced areas?

Yes

No

N/A

*If the response to either a. or b. is Yes, please provide the specific measures in the detail plans and specifications that will be used to ensure that damage to the stream corridor is minimized to the greatest extent possible and that the stream corridor is restored to original condition.

7. Manhole Design

a. Manhole type (precast cast-in-place, etc.):

b. Material specification (ASTM):

c. Joint specification (ASTM):

d. Are watertight frames and covers used wherever manhole tops may be flooded by street runoff or high water?

If No, explain*:

e. Are manholes provided at the upstream end of each line? (GLUMRB Section 34.1)

If No, explain*:

Yes

Yes

No

No

N/A

f. Are manholes provided at all changes in size, grade, and alignment? (GLUMRB Section 34.1)

If No, explain*:

Yes

No

g. Are manholes provided at all sewer intersections? (GLUMRB Section 34.1)

If No, explain*:

Yes

No

h. Are drop manholes provided where the entrance sewer invert is 24 inches or more above the manhole invert?

If No, explain*:

i. Are inlet/outlet pipes connected with gasketed flexible watertight connections? (GLUMRB Section 34.6)

If No, explain*:

* Attach any additional sheets necessary for explanations.

Yes

Yes

No

No

N/A

8. Protection of Water Supplies

a. Are there any physical connections between the sewer and a public or private potable water supply system (including all appurtenances)?

b. Are any existing public waterworks units (for example public supply wells, water treatment facilities, storage facilities) within 200 feet of the proposed sewer or any private wells within

50 feet of the proposed sewer?

Yes

Yes

No

No

If Yes, specify the plan sheets on which the sources are shown:

 

 

 

If Yes, will sewers be encased or constructed of watertight pipe?

Encased

Watertight

 

c. Are the sewers at least 10 feet horizontally separated from water lines? (GLUMRB Section 38.31)

Yes

If No, please specify the plan sheets where these conditions are not met & describe the measures taken to ensure protection of the water system:

No

d. When crossing water mains, are the sewers at least 18 inches below water lines?

Yes

If No, please specify the plan sheets on which these conditions are not met and describe the measures taken to ensure protection of the water system:

No

EPA 4309 (rev. 9/09)

Form B1

Page 3 of 4

9. Installation and Testing

a. Installation Inspector:

Name:Firm:

Street Address:

City:State:

b. What type of sewer leakage test will be used? (GLUMRB 33.9)

Page numbers in specifications for testing requirements of gravity and pressure sewers:

c. Is flexible pipe deflection testing specified? (GLUMRB 33.85)

Page numbers in specifications for testing requirements of flexible pipe:

d. What type of manhole testing will be used? (GLUMRB Section 34.7)

Page numbers in specifications for testing requirements of manholes:

Phone: ( )

-

 

Zip:

 

 

 

 

 

 

 

 

 

Hydrostatic

Air

 

 

 

 

Yes

No

N/A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

10. Sewer Use Ordinance

A statement that "Roof drains, foundation drains, and other clean water connections to the sanitary sewer system are prohibited" must be shown on the plans. Copies of the ordinances or regulations providing for the enforcement of this requirement must be on file with Ohio EPA.

a. An ordinance/regulation to this effect was adopted on:

/ /

(date).

 

 

 

 

 

 

 

 

 

 

b. Enforcement of this ordinance/regulation is the responsibility of:

 

 

 

 

Name:

 

 

 

 

 

 

 

 

 

 

 

 

Title:

 

 

 

 

 

 

 

 

 

 

c. It is the opinion of the engineer submitting these plans that adequate enforcement

 

 

 

of this ordinance/regulation is being properly carried out.

 

Yes

No

Unknown

11. Authorities

a. Plans for the proposed installation of a county, village, or municipal sewer that is tributary to a sewage treatment plant with another political entity must be accompanied by written consent of both entities.

Is a written inter-municipal agreement attached? If No, state what form of consent is provided:

Yes

No

N/A

12. Submittals:

This application must include the following unless otherwise directed by Ohio EPA:

Four copies of the detail plans including profile and plan views of all sewers (shown on the same sheet), existing (as applicable) and proposed pump station facilities, incorporating all of the details outlined in Section 20.1, 20.2 and 20.3 of Recommended Standards for Wastewater Facilities.

Two copies of complete technical specifications.

Two copies of the Application including Form A, pertinent B & C form(s), and antidegradation addendum (if applicable)

13. The foregoing data is a true statement of facts pertaining to this proposed sanitary sewer installation.

Date:

/

/

Signed:

 

P.E.

 

 

 

 

 

 

Plans prepared by:

EPA 4309 (rev. 9/09)

Form B1

Page 4 of 4

Document Properties

Fact Name Description
Form Purpose The Ohio EPA 4309 form is a supplemental document specifically for applications related to sanitary sewers, facilitating the Permit-to-Install/Plan Approval process under the guidance of the Division of Environmental & Financial Assistance and the Division of Surface Water.
Governing Law This form is governed by various Ohio Environmental Protection Agency (EPA) regulations and standards, including but not limited to the Ohio Administrative Code (OAC) and guidelines provided by the Great Lakes-Upper Mississippi River Board of State and Provincial Public Health and Environmental Managers (GLUMRB).
Content Overview It covers detailed information on project description, design flows in proposed sewer, receiving wastewater treatment facilities, sewer design criteria including depth and protection measures, manhole design, protection of water supplies, installation and testing specifics, sewer use ordinance, required authorities' consent, and needed submittals.
Application Process The form mandates comprehensive details such as applicant and facility owner information, project specifications including pipe materials, types, and design conditions, as well as required attachments for specific sections like pump station details and stream crossing evaluation.
Submittal Requirements Applicants must submit four copies of detailed plans, two copies of complete technical specifications, and two copies of the application itself, including Form A, pertinent B & C forms, and an antidegradation addendum if applicable, ensuring thorough review and approval process by the Ohio EPA.

Detailed Instructions for Using Ohio Epa 4309

Filling out the Ohio EPA 4309 form, also known as the Sanitary Sewers Permit-to-Install/Plan Approval Application supplement, is a detailed process aimed at streamlining the approval process for the design and construction of sanitary sewer systems within the State of Ohio. Careful attention to detail and accuracy is essential throughout this process to ensure that all relevant information is correctly captured. This comprehensive approach helps in assessing the project's compliance with environmental and safety standards. Here is a step-by-step guide to help you through.

  1. Begin by entering the Application Number and Date Received, which are designated for agency use only and will likely be filled out by the EPA staff.
  2. Under Applicant, fill in your name or the name of the entity applying for the permit.
  3. Provide the name of the Facility Owner and, if different, the name of the Ultimate owner.
  4. Complete the section for Application/Plans Prepared by with the name(s) of the individuals or company responsible for preparing the application and plans.
  5. Enter the Project Name as designated in the project plans or proposal.
  6. In the Project Description section, describe the location including street address, township, county, and longitude and latitude coordinates. Detail the size and current development of the area to be served, future sanitary sewer extensions, if any pump stations are included, and indicate the types of sewers proposed by checking the appropriate boxes.
  7. Proceed to Pipe Specifications, identifying the type and size of pipe for your project, along with material, joint, bedding classification, minimum slope, and pipe length details as requested. Specify any ASTM, AWWA, or ANSI specification numbers relevant to your pipe materials and joinery.
  8. Under Design Flow in Proposed Sewer, enter the expected average daily flow and peak hourly flow at both startup and design phases, including the hydraulic capacity of the sewer. Check the assumptions used to calculate the flows provided.
  9. Fill in details about the Receiving Wastewater Treatment Facility, including whether the facility has adequate capacity to treat anticipated flows and any plans for expansion.
  10. In the Sewer Design section, answer questions regarding the specifications of the sewer system, ensuring it meets set standards for service and safety. Attach additional sheets if necessary for explanations.
  11. Answer questions pertaining to Stream Protection, detailing any stream crossings and measures taken to minimize impacts on stream corridors.
  12. Provide information on Manhole Design, including type, material specifications, and whether watertight frames and covers are used.
  13. For Protection of Water Supplies, indicate any proximity of the sewer to potable water supplies and the protective measures taken.
  14. Detail the planned Installation and Testing procedures, including the inspector’s information, the type of leakage test to be used, and specific testing requirements for both sewers and manholes.
  15. Confirm the inclusion of a statement in the sewer use ordinance that prohibits clean water connections to the sanitary sewer system, indicating the date the ordinance was adopted and by whom its enforcement is managed.
  16. If applicable, affirm the existence of a written inter-municipal agreement in the Authorities section.
  17. Ensure all required Submittals are included with your application, as outlined, including four copies of the detail plans, two copies of complete technical specifications, and two copies of the Application including all required forms and addendums.
  18. Lastly, sign and date the form at the end of Page 4 to certify the accuracy of the information provided.

Upon completing and submitting the Ohio EPA 4309 form alongside all required documentation, your application will undergo a review process by the state EPA. They will assess the details of your proposed project against state environmental and sanitation regulations. It’s crucial to provide thorough, accurate information to facilitate a smooth review process. Should there be any discrepancies or a need for additional information, the EPA will reach out to the contacts provided. Approval of this application is a vital step in moving forward with any construction or modification of sanitary sewer systems, ensuring they meet required standards for public health and environmental safety.

What You Should Know About Ohio Epa 4309

What is the purpose of the Ohio EPA Form 4309?

The Ohio EPA Form 4309, also known as Supplement to Form A – B1, is a comprehensive application used for the Permit-to-Install/Plan Approval process for sanitary sewers in Ohio. This form is vital for applicants seeking authorization from the Ohio Environmental Protection Agency's Division of Surface Water to construct or modify sanitary sewer systems. It collects detailed information about the project, including descriptions of the sewer system design, pipe specifications, flow calculations, design considerations for the receiving wastewater treatment facilities, and measures to protect water supplies and ecosystems.

Who needs to complete Ohio EPA Form 4309?

Any entity—be it a local government, private company, or individual—planning to install or modify a sanitary sewer system in the State of Ohio must complete the Form 4309 as part of their Permit-to-Install application. This requirement extends to projects involving new constructions, extensions, or alterations to existing sanitary sewers. Completing this form is a critical step in ensuring that the proposed sewer project meets the environmental and health standards set forth by the Ohio EPA.

Can future sanitary sewer extensions be added to the proposed project?

Yes, the possibility of future sanitary sewer extensions connecting to the new or modified system should be considered and mentioned in the application. Applicants are asked to discuss the potential for such extensions in the project description section of Form 4309. This foresight helps in planning for adequate capacity and environmental protection measures, ensuring that the sewer system can accommodate growth without compromising performance or violating environmental regulations.

What information is required regarding pipe specifications?

Applicants must provide detailed specifications for each type and size of pipe included in the proposed sewer project. This includes the material of the pipes, joint and bedding classifications, minimum slope, pipe length, and maximum manhole spacing. Specifications must conform to standards acceptable to Ohio EPA, and any non-listed specification needs approval along with the permit application. This detailed information supports the evaluation of the project's design for durability, efficiency, and compliance with environmental standards.

How does the form address environmental and water supply protection?

Form 4309 includes sections focused on protecting streams, water supplies, and ensuring the design accommodates for environmental sustainability. Applicants must detail if the project involves stream crossings, proximity to public water systems, and measures to prevent sewer leakage, among other factors. These sections ensure that the proposed sewer installations do not adversely affect water bodies, comply with guidelines for minimizing ecosystem disruption, and safeguard against contamination of drinking water sources.

What are the testing and inspection requirements?

The form requires information on installation inspection, testing of sewer leakage, flexible pipe deflection testing, and manhole testing. Applicants must specify the type of tests that will be employed (e.g., hydrostatic, air testing) and identify the inspector. These requirements help ensure that the installed sewer systems are built to last, operate efficiently, and minimize risks of failures or environmental harm.

Is enforcement of sewer use ordinances addressed in the application?

Yes, applicants must affirm that ordinances or regulations prohibiting improper connections to the sanitary sewer system—such as roof drains and other clean water connections—are in place and enforced. This section of the application emphasizes the importance of maintaining the integrity of sanitary sewers and preventing overloading or contamination that could arise from unauthorized discharges into the system.

Common mistakes

Filling out the Ohio EPA Form 4309 can be a complex process, and it's easy to make mistakes that might delay the approval of your application. Here's a list of common errors:

  1. Not providing detailed project descriptions: Applicants often fail to describe the location, size, and the current development of the area comprehensively, including missing out on longitude and latitude coordinates.
  2. Overlooking future connections: Many forget to mention the possibility of future sanitary sewer extensions connecting to the current project.
  3. Omitting pump station details: If your construction includes pump stations, it's crucial to fill out the attachment to Form B1. This detail is frequently skipped.
  4. Misclassifying sewer types: A misunderstanding or incorrect classification of the type of sewers proposed (e.g., conventional gravity, small diameter gravity, or pressure) can lead to incorrect permits or delays.
  5. Incorrect pipe specifications: Not specifying each type and size of pipe according to Ohio EPA’s standards, including the material and joint specifications, is a common error.
  6. Failing to accurately calculate design flows: Applicants often mishandle the calculation of start-up and design flows, neglecting future development phases.
  7. Neglecting treatment facility capacity: It's critical to confirm that the receiving wastewater treatment facility can handle the anticipated flows. Overlooking or incorrectly assessing this can contribute to significant issues.
  8. Inadequate sewer design considerations: Many designs do not adequately deal with potential basement service issues, freezing prevention, and proper integration of different sewer sizes, which can result in operational problems.
  9. Stream and water supply protection measures overlooked: The form requires detailed plans for protecting streams and water supplies during crossings or parallel runs, which applicants often miss or inaccurately detail.
  10. Lack of enforcement mechanism for sewer use ordinances: Stating that clean water connections to the sanitary sewer system are prohibited without showing a proper enforcement plan is a frequent oversight.

It's crucial to approach the Ohio EPA Form 4309 with attention to detail and comprehensive planning to avoid these and other potential pitfalls.

Documents used along the form

When engaging with the complexities of environmental protection regulations, specifically within the State of Ohio, it is crucial to understand the interconnected nature of various documents and forms that often accompany the Ohio Environmental Protection Agency (EPA) Form 4309. This particular form, utilized in the application process for sanitary sewers permit-to-install and plan approval, is a critical component of ensuring that proposed projects align with state and federal environmental protection standards. However, it is far from the only document required in the process. The landscape of regulatory compliance is intricate, and the correct submission of accompanying documents plays a pivotal role in facilitating an efficient review and approval process.

  • Form A – General Information Form: This form is the initial component of the application process, where the applicant provides basic information about the proposed project, including the applicant’s name, facility location, and contact information.
  • B & C Forms: Supplemental to Form A, these forms delve into detailed technical specifics of various project aspects, including construction, operational details, and environmental impact assessments.
  • Antidegradation Addendum: An essential document for projects affecting water quality, requiring applicants to demonstrate that their project will not significantly degrade water bodies.
  • Stream Evaluation Addendum: For projects involving stream crossings or interactions, this addendum evaluates potential impacts on the stream ecosystem and outlines mitigation measures.
  • Detail Plans and Specifications: Detailed engineering drawings and specifications outline the construction and operational aspects of the sewer systems, including pipe routes, materials, and designs.
  • Technical Specifications: These specifications provide detailed descriptions of materials, equipment, and construction methods to be used in the project, ensuring compliance with Ohio EPA standards.
  • Hydraulic Capacity Analysis: A report demonstrating the proposed sewer system's capacity to handle expected flows, ensuring it is adequate for both current and future needs.
  • Installation and Testing Plans: Documentation outlining procedures for the proper installation and testing of the sewer system post-construction to ensure it meets regulatory requirements and is fully operational.

Understanding the collective importance of these documents, in conjunction with the Ohio EPA Form 4309, offers a foundational roadmap for navigating the regulatory landscape of environmental protection. Each document contributes a piece to the complex puzzle of achieving compliance while fostering sustainable development practices. Applicants embarking on sanitary sewer projects within Ohio must be prepared to compile, understand, and properly submit these forms and documents as part of their application process. Achieving compliance is not only a legal obligation but a commitment to preserving the environment for future generations.

Similar forms

The Ohio EPA 4309 Form and the National Pollutant Discharge Elimination System (NPDES) application share a fundamental similarity, focusing on environmental protection and regulatory compliance for water-related projects. Both documents necessitate detailed information about the project's potential impact on water bodies, involving a comprehensive review of the project's design, projected flows, and measures to mitigate adverse effects on water quality. Like the Ohio EPA 4309 Form, the NPDES application requires applicants to outline how their projects will comply with applicable water quality standards and regulations, ensuring that the construction and operation phases do not harm aquatic ecosystems or public health.

Similar to the Ohio EPA 4309 Form, the Clean Water Act Section 404 permit application is crucial for projects that may impact waters of the United States, including wetlands. Both documents require detailed project descriptions, including location, purpose, and the need for the project. They also necessitate an analysis of potential impacts on water resources and plans to minimize such impacts. The emphasis on protecting water quality and managing water resources responsibly is a common thread, with both forms playing pivotal roles in the regulatory oversight of projects affecting aquatic environments.

The Safe Drinking Water Act (SDWA) Permit application bears resemblance to the 4309 form in its commitment to safeguarding public health through the management of water resources. While the 4309 form is focused on the installation and approval of sanitary sewers, the SDWA Permit application centers on ensuring that public drinking water systems meet stringent quality standards. Both processes require applicants to provide detailed information on system designs, potential impacts on water quality, and plans for maintaining compliance with environmental standards, ensuring the protection of public health and the environment.

State Environmental Policy Act (SEPA) Checklist parallels the Ohio EPA 4309 Form in its comprehensive review of environmental impacts for development projects. Similar to the 4309 form, the SEPA Checklist asks for detailed descriptions of a project, including its potential effects on water quality, land use, and public resources. Both documents serve as tools for assessing how projects will comply with environmental regulations, with the goal of minimizing negative impacts on ecosystems and communities.

The Construction General Permit (CGP) Notice of Intent (NOI) application and the Ohio EPA 4309 Form are aligned in their objectives to regulate activities that might affect water quality through construction runoff and associated pollutants. Both require detailed information about the construction site, plans for managing stormwater and wastewater, and measures to protect water resources during and after construction. By ensuring compliance with environmental regulations, both documents aim to mitigate the impact of construction activities on water quality.

Lastly, the Storm Water Pollution Prevention Plan (SWPPP) shares similarities with the Ohio EPA 4309 Form by emphasizing the importance of managing and reducing stormwater runoff from construction sites to protect water resources. Both documents necessitate detailed planning and implementation of best management practices (BMPs) to minimize water pollution. The focus on protecting water quality through proactive planning and adherence to regulatory requirements highlights the critical role of both documents in environmental stewardship and compliance.

Dos and Don'ts

When completing the Ohio EPA 4309 form for Sanitary Sewers, it is important to follow these guidelines to ensure accuracy and compliance:

  • Do provide a detailed project description, including location, size, and current development of the area to be served.
  • Do not leave sections incomplete. If a question does not apply, indicate with "N/A" for not applicable.
  • Do check off all types of sewers proposed accurately based on the options provided in the form.
  • Do not guess pipe specifications. Refer to the listed ASTM, AWWA, or ANSI specification numbers as required.
  • Do clearly identify the expected flows at start-up and at design in the proposed sewer, using accurate calculations.
  • Do not overlook the details regarding the receiving wastewater treatment facility. Ensure capacity details are thoroughly researched and accurately reported.
  • Full consideration should be given to sewer design elements, such as depth to prevent freezing and measures to protect against displacement by erosion.
  • Do detail any stream protections or manhole designs as requested, including types, materials, and specific design considerations.
  • Protections against water supply contamination must be addressed, ensuring that physical separations and encasements are properly planned and documented.
  • Do not omit the sewer use ordinance section. Confirm that roof drains and other clean water connections to the sanitary sewer system are prohibited and that enforcement measures are in place.
  • Do include all required submittals as listed in the final section of the form, ensuring that plans and specifications are complete and in compliance with Ohio EPA guidelines.

Following these instructions will help in the accurate and efficient completion of the Ohio EPA 4309 form, aiding in the approval process for sanitary sewer projects.

Misconceptions

Many misconceptions exist regarding the Ohio EPA 4309 form, a comprehensive document required for the Permit-to-Install/Plan Approval Application process for sanitary sewers. Addressing these misunderstandings is crucial to ensuring accurate and compliant application submissions. Below are nine common misconceptions and their clarifications:

  • The form is optional for small projects. Regardless of size, any project involving the installation or planning of sanitary sewers in Ohio must submit this form to comply with state regulations.
  • Submission of the EPA 4309 form alone is sufficient. The form represents only a part of the comprehensive application process. It must be accompanied by detailed plans, technical specifications, and additional forms as specified by the Ohio EPA.
  • Only the project description section needs detailed information. Every section of the form requires detailed, accurate information. Overlooking sections such as design flow, pipe specifications, and manhole design can result in application denial.
  • Latitude and longitude coordinates are not crucial if the address is provided. Precise location details, including latitude and longitude, are essential for a comprehensive review, even when street addresses are provided.
  • The form does not address environmental protection measures. Sections related to stream protection and the impact on water supplies indicate a strong emphasis on environmental protection throughout the project planning and execution phases.
  • Manhole design is a minor component of the application. Manhole details are critically evaluated to ensure public safety and environmental integrity, making this section equally important as other technical specifications.
  • All types of pipe materials are approved as long as they are included in the project proposal. Pipe materials must meet Ohio EPA’s approvable pipe specification list or receive approval through submission of standard specifications not listed.
  • Future extensions to the designed sewer system do not need to be considered. Potential future expansions must be addressed in the project description to ensure the proposed system can accommodate growth.
  • Ordinances prohibiting clean water connections to sanitary sewers are not enforced. Proof of enforcement mechanisms for such ordinances is required as part of the application, highlighting the Ohio EPA’s commitment to preventing unnecessary system overload.

Clarifying these misconceptions is vital for any entity planning to undertake sanitary sewer projects within Ohio. Accurate and complete submissions according to the EPA 4309 form and its supplementary documents ensure a smoother approval process and contribute to the well-being of Ohio’s environmental and public health standards.

Key takeaways

Filling out and utilizing the Ohio EPA 4309 form, which is a supplement to Form A for Permit-to-Install/Plan Approval Application for Sanitary Sewers, involves a comprehensive approach to ensure accurate, compliant, and thorough submissions. Below are key takeaways to consider during this process:

  • Accurate Project Description: Detailed information about the project location, size, development status, and potential for future expansions is crucial. This includes providing specific street addresses, township, county, and geographical coordinates to precisely describe the area to be served.
  • Comprehensive Pipe Specifications: Identifying every type and size of pipe involved in the project is mandatory. Documentation must align with approved Ohio EPA specifications. Submitting standards for any non-listed specification is necessary to obtain approval.
  • Design Flow Documentation: Calculation of start-up and design flows must be meticulously documented, with clear indications of the assumptions used. Providing accurate numbers is essential for assessing the sufficiency of the sanitary sewer system’s capacity.
  • Treatment Facility Capacity: Confirming that the receiving treatment facility can handle the anticipated flows from both existing and proposed sewers is fundamental. If the facility lacks adequate capacity, steps to remedy this must be detailed separately.
  • Environmental and Infrastructure Considerations: The design considerations must ensure that the sewers are deep enough to serve all adjacent basements, prevent freezing, and do not disrupt stream protection efforts or bypasses that could impact water quality.
  • Regulatory Compliance: Compliance with regulations around manhole design, stream protection, water supply protection, installation, testing, and sewer use ordinances is meticulously outlined. Adherence to these detailed requirements ensures environmental safety and operational efficacy of the sewer system.

Understanding these key points ensures that submissions not only meet technical and environmental standards but also contribute to a well-planned and sustainable infrastructure project. Proper attention to these details facilitates a smoother application process and helps avoid potential delays or issues with regulatory compliance.

Please rate Blank Ohio Epa 4309 Template Form
4.68
Incredible
170 Votes