DEQ Form 626-SER "Sanitary Sewer Extensions, Lift Stations, and Force Mains Engineering Report Form" - Oklahoma

What Is DEQ Form 626-SER?

This is a legal form that was released by the Oklahoma Department of Environmental Quality - a government authority operating within Oklahoma. As of today, no separate filing guidelines for the form are provided by the issuing department.

Form Details:

  • Released on July 1, 2013;
  • The latest edition provided by the Oklahoma Department of Environmental Quality;
  • Easy to use and ready to print;
  • Quick to customize;
  • Compatible with most PDF-viewing applications;
  • Fill out the form in our online filing application.

Download a fillable version of DEQ Form 626-SER by clicking the link below or browse more documents and templates provided by the Oklahoma Department of Environmental Quality.

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Download DEQ Form 626-SER "Sanitary Sewer Extensions, Lift Stations, and Force Mains Engineering Report Form" - Oklahoma

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Oklahoma Department of Environmental Quality
Water Quality Division | Phone: 405-702-8100
Construction Permitting Section
707 N. Robinson, OKC, OK 73102-6010
P.O. Box 1677, OKC, OK 73101-1677
Sanitary Sewer Extensions, Lift Stations, and Force Mains
Engineering Report Form
The __________________________________________ proposes the construction of a sanitary sewer
extension(s), lift station(s), and/or force main(s) in the manner indicated by the information contained herein
and by the plans, profiles, specifications, and other data attached hereto. The plans and specifications have
been approved and signed by the proper city officials or owner and an application for a permit properly
executed by the Mayor, Chairman of the Board or owner accompanies this report.
I. General Information
1. Name of Facility: ________________________________________________________________________
2. Facility Number: S- _______________________________________________________________________
Yes
No
3. Is the facility under any legal enforcement?
If Yes, Case Number: ______________________________________________________
4. Legal Description: ___ /4, ___ /4, ___ /4, of Section _________, T- ____ - ____, R - ____ - ____, I. M. / C. M.,
____________________________ County
5. Population Served by System: _______________________________________ , Actual
; Estimated
Yes
No
6. The entity receiving, transporting, and treating the waste is the applicant?
If No, an application to receive, transport, and treat the wastewater is included? This
application must be from the entity that will treat the wastewater
7. Technical specifications for the sanitary sewer extension(s), lift station(s), and/or force
main(s) are provided?
If No, the most current City Ordinances or Standards are referred to?
If Yes, the Ordinances/Standards are included or on file with the DWSRF/Construction
Permit Section, Water Quality Division, Oklahoma Department of Environmental Quality.
8. The area of the proposed development: ______________________________________
If area of development is 1 acre or more, has the developer/builder obtained a DEQ
Storm Water Construction Permit?
Developers/builders are required to obtain a DEQ Storm Water Construction Permit
for a construction site that will disturb one (1) acre or more in accordance with OPDES,
27A O.S. § 2-6-201 et seq.
DEQ Form No. 656-SER
July 2013
Oklahoma Department of Environmental Quality
Water Quality Division | Phone: 405-702-8100
Construction Permitting Section
707 N. Robinson, OKC, OK 73102-6010
P.O. Box 1677, OKC, OK 73101-1677
Sanitary Sewer Extensions, Lift Stations, and Force Mains
Engineering Report Form
The __________________________________________ proposes the construction of a sanitary sewer
extension(s), lift station(s), and/or force main(s) in the manner indicated by the information contained herein
and by the plans, profiles, specifications, and other data attached hereto. The plans and specifications have
been approved and signed by the proper city officials or owner and an application for a permit properly
executed by the Mayor, Chairman of the Board or owner accompanies this report.
I. General Information
1. Name of Facility: ________________________________________________________________________
2. Facility Number: S- _______________________________________________________________________
Yes
No
3. Is the facility under any legal enforcement?
If Yes, Case Number: ______________________________________________________
4. Legal Description: ___ /4, ___ /4, ___ /4, of Section _________, T- ____ - ____, R - ____ - ____, I. M. / C. M.,
____________________________ County
5. Population Served by System: _______________________________________ , Actual
; Estimated
Yes
No
6. The entity receiving, transporting, and treating the waste is the applicant?
If No, an application to receive, transport, and treat the wastewater is included? This
application must be from the entity that will treat the wastewater
7. Technical specifications for the sanitary sewer extension(s), lift station(s), and/or force
main(s) are provided?
If No, the most current City Ordinances or Standards are referred to?
If Yes, the Ordinances/Standards are included or on file with the DWSRF/Construction
Permit Section, Water Quality Division, Oklahoma Department of Environmental Quality.
8. The area of the proposed development: ______________________________________
If area of development is 1 acre or more, has the developer/builder obtained a DEQ
Storm Water Construction Permit?
Developers/builders are required to obtain a DEQ Storm Water Construction Permit
for a construction site that will disturb one (1) acre or more in accordance with OPDES,
27A O.S. § 2-6-201 et seq.
DEQ Form No. 656-SER
July 2013
Yes
No
9. Proposed sewer line(s) is (are) located on the street side of the lots?
If Yes, the following reasons are given:
_______________________________________________________________________________________
II. Sanitary Sewer Line Extension Technical Information
1. A minimum of 30 inches of earth cover is provided?
If No, explain: ___________________________________________________________________________
2. Leakage tests are specified in accordance with OAC 252:656-5-5(b)?
3. Allowable leakage does not exceed 10 gallons per inch diameter per mile per day?
4. Deflection tests are specified for all flexible pipe in accordance with OAC 252:656-5-5(a)?
5. Bedding and backfill in accordance with OAC 252:656-5-3 are specified?
6. Portion(s) of the proposed sewer system will be at or below normal ground water level?
If yes, describe the portion(s): ______________________________________________________________
7. Design velocity(ies) of proposed line(s) at full or half full flow is(are) 2 ft/sec?
If no, explain: ___________________________________________________________________________
___________________________________________________________________________
8. Are there any possible cross connections between the sanitary sewer and any public
water supply?
9. A minimum of two (2) feet of vertical separation and ten (10) feet of horizontal
separation between sewer line and potable waterlines is maintained?
If No, the special provisions of OAC 252:656-5-4(c)(3) are meet?
10. Are there any existing or proposed water wells within 50 feet of the sewer?
11. Are there any petroleum storage tanks within 50 feet of the sewer?
12. Are there any stream crossings?
If Yes, do the plans and/or specifications contain all the requirements of OAC 252:656-5-4(e)?
If no, explain: ___________________________________________________________________________
___________________________________________________________________________
DEQ Form No. 656-SER
July 2013
Yes
No
13. Are there any aerial crossings?
If Yes, do the plans and/or specifications contain all the requirements of OAC 252:656-5-4(d)?
If no, explain: ___________________________________________________________________________
___________________________________________________________________________
14. Sewer line materials:
Diameter (inches)
Length (feet)
Material
1. __________________
__________________
_____________________
2. __________________
__________________
_____________________
3. __________________
__________________
_____________________
4. __________________
__________________
_____________________
15. Detailed specifications list ASTM standards for all pipe, material, and construction methods in
accordance with OAC 252:656-5-3(a)?
16. Estimated flow for each line: _______________ , _______________ , ______________
17. Manholes:
a. Sewer invert elevations are shown to the nearest 0.01 feet?
b. Manholes are numbered and top of manhole rim elevation is shown to the
nearest 0.1 feet?
If no explain: ___________________________________________________________________________
___________________________________________________________________________
c. Manholes have a minimum 48 - inch inside diameter?
d. Manhole bases are a minimum of eight (8) inches thick and extend at least 4 inches
beyond the manhole wall?
e. The strength of the concrete material used to construct manholes is 3000 psi
or greater?
f. Precast reinforced concrete manholes conform to ASTM C-478?
g. Inlet and outlet lines are joined to the manhole with a water tight connection
that allows for differential settlement of the pipe and the manhole to take place
in accordance with OAC 252:656-5-4(g)(4)?
h. Are there brick or concrete block manholes?
*
Brick or concrete block manholes will not be approved in accordance with
OAC 252:656-5-3(f )
DEQ Form No. 656-SER
July 2013
Yes
No
18. Receiving line:
a. Size of receiving line: _____________________
b. Hydraulic capacity of receiving line: _____________________
c. Current peak flow in receiving line: _____________________
19. Six inch sewer line(s) is(are) proposed?
If yes, explain: ___________________________________________________________________________
20. The proposed sewer line(s) is (are) located upstream of an existing or proposed lift station?
If yes, the following information is required:
a. Location of existing or proposed lift station(s):
_______________________________________________________________________________________
b. Lift station design capacity: ____________________________________________________________
c. Existing flow at lift station: _____________________________________________________________
d. Records indicate that the lift station has experienced bypasses caused by
inadequate capacity?
If Yes, have plans and specifications been submitted for the suitable improvements
to be made to the lift station?
III. Lift Station and Force Main Technical Information
Yes
No
A. Lift Station:
1. Design capacity of proposed lift station(s): __________________ , _________________
2. Number of pumps in the proposed lift station(s): _______________ , _______________
3. Emergency operation:
One of the following must be provided:
a. Telemetry and a standby generator (automatically startup and operation in the
event of a power failure) are provided?
b. Four hours of storage above the alarm level, telemetry, and a portable pump or
generator is provided?
c. Twenty-four (24) hours of storage above the alarm level with an audio/visual alarm
system is provided?
DEQ Form No. 656-SER
July 2013
Yes
No
4. Pump specifications:
a. Pump Number: _________________ , __________________ , __________________
b. Type of pump: __________________ , __________________ , __________________
c. Pump capacity: _________________ , __________________ , __________________
d. TDH head: ____________________ , ___________________ , __________________
e. Diameter of Suction Line: ________________ , _______________ , ______________
5. Pumps can be removed with out dewatering or manually disconnecting any piping in
the well?
6. Pumps are capable of passing a three (3) inch sphere?
7. Pumps are closed coupled or submersible?
8. Electrical equipment and controls located in enclosed areas meets National Electrical
Code for hazardous conditions?
9. Pumps automatically alternate?
10. Pumps, motors, and other mechanical and electrical equipment can be easily removed
without entering the wet well?
11. Shut-off valves are located on discharge lines of each pump between the pump and
the valve?
12. Check valves are located on discharge lines of each pump?
13. Valving is located in a separate pit?
14. A vent is provided?
15. Wet well floor has a minimum slope of 1 to 1 to the pump inlets?
16. Flood elevation: 25 year ________ ft. and 100 year ________ ft.
B. Force Main:
Yes
No
1. Diameter of force main(s): ________________ , _______________ , _________________
2. Length of force main(s): _______________ , ________________ , __________________
3. Force main material: ___________________ , _________________ , _________________
4. Calculated velocity in force main (ft/sec): ___________ , ___________ , _____________
5. Leakage tests on the force main are specified?
6. Air relief valves are positioned at the high points in the force main?
DEQ Form No. 656-SER
July 2013
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