The Ohio EPA 4309 form serves as a crucial document for the application process related to the installation and planning of sanitary sewers in Ohio. This form, specifically a supplement to Form A – B1, is designed to collect detailed information about the proposed sewer project, including its location, design specifications, and anticipated flows. Proper completion of this form ensures compliance with state regulations and facilitates the review process by the Ohio Environmental Protection Agency.
The Ohio EPA 4309 form serves as a crucial component in the permit-to-install and plan approval application process for sanitary sewer systems within the state. This form is designed to gather comprehensive information about proposed sewer projects, ensuring that they meet environmental and engineering standards. Applicants must provide detailed descriptions of the project location, including specific coordinates and current land use. The form also requires insights into future sewer extensions, the inclusion of pump stations, and the types of sewers being proposed, such as conventional gravity or pressure systems. Additionally, it addresses pipe specifications, design flow calculations, and the capacity of the receiving wastewater treatment facility. Important considerations regarding stream protection, manhole design, and the safeguarding of water supplies are also integral parts of the application. The form mandates that applicants detail installation and testing procedures, as well as compliance with local sewer use ordinances. By requiring this extensive information, the Ohio EPA aims to protect public health and the environment while facilitating the development of efficient wastewater management systems.
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
Material *
Joint*
Bedding**
Minimum
Size
Material
Specification
Classification
Slope
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
Design Flows (based on planned area served)
Hydraulic Capacity of Sewer
Assumptions used to calculate above flows: (check all that apply)
Start-Up
Design
Residential Population at:
gal/home*
homes
gal/cap/day
people
Non-Residential Flows (for example commercial, industrial, etc.):
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
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?
*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
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:
Page 2 of 4
6. Stream Protection
a. Are there any stream crossings? (If Yes, fill out the stream evaluation addendum)
Yes*
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)
3.
Are crossings to be made at previously disturbed areas?
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?
6.
Are the sewers at a sufficient depth to protect the sewer line? (GLUMRB Section 36.11)
b. Do any sewers run parallel to any streams?
Is there any woody vegetation along the stream banks?
Are the sewers and construction easements located outside of the vegetated areas?
*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)
f. Are manholes provided at all changes in size, grade, and alignment? (GLUMRB Section 34.1)
g. Are manholes provided at all sewer intersections? (GLUMRB Section 34.1)
h. Are drop manholes provided where the entrance sewer invert is 24 inches or more above the manhole invert?
i. Are inlet/outlet pipes connected with gasketed flexible watertight connections? (GLUMRB Section 34.6)
* Attach any additional sheets necessary for explanations.
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?
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)
If No, please specify the plan sheets where these conditions are not met & describe the measures taken to ensure protection of the water system:
d. When crossing water mains, are the sewers at least 18 inches below water lines?
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:
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
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.
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:
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:
Page 4 of 4
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