Outfall Sample Clauses
The Outfall clause defines the terms and conditions under which wastewater or other effluents are discharged from a facility into the environment, such as a river, sewer system, or other designated location. Typically, this clause specifies the permitted substances, maximum allowable concentrations, and monitoring requirements for any discharges, ensuring compliance with environmental regulations. Its core practical function is to control and regulate the environmental impact of discharges, thereby helping parties avoid legal liability and maintain regulatory compliance.
POPULAR SAMPLE Copied 2 times
Outfall sewer from the collection system to the wastewater treatment facilities;
Outfall sewers from the wastewater treatment facilities to the point of discharge or disposal, and related works;
Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel.
Outfall. Improvements (Outfalls 2 & 3) (Lumpsum $18,010): As per the updated drainage report, outfalls 2 & 3 are proposed to be improved outside ROW for approximate distances of 400’ & 700’ respectively. The fee is based upon the following: Outfalls 2 & 3 Improvements:
1. Design and Modeling for the improvements with contours
2. Prepare 1 sheet each for outfalls showing outfall grading, proposed contours, and cross sections
3. Perform coordination regarding these improvements with various stakeholders Per our discussion, we have already provided you with draft Pond 1B layout for your review for the purposes of ROW taking. The total fee for the above scope is a lumpsum amount of $66,885 and is detailed in the attachment. If you have any questions, please give me a call, or send me an email. Sincerely, ▇▇▇▇▇▇ ▇▇▇▇▇, PE, CFM President HJ Consulting, Inc. 5/10/2022 Employee Classification No. of Sheets Principal Sr Project Manager QA/QC Engineer Project Engineer Graduate Engineer CAD Technician Admin Subtotal Hours Total Labor Rate Per Hour $325.00 $275.00 $225.00 $175.00 $135.00 $105.00 $95.00 TASK TASK DESCRIPTION ESTIMATED HOURS
1 Design & Modeling
1.1 Pond & Pilot channel reshape 1 1 26 28 $ 5,050.00
1.2 Pond Modeling 1 8 9 $ 1,675.00
1.3 Evaluate Stage Storage Relationship 1 4 5 $ 975.00 1.4 Revise Geopak Drainage 2 16 18 $ 3,350.00 1.5 Revise Ditches 2 1 12 15 $ 2,875.00
2 Pond Sheets Revisions
2.1 Pond Layout 1 1 1 8 8 18 $ 2,740.00
2.2 Pond Grading 1 1 1 10 16 28 $ 3,930.00
Outfall storm sewers to the point of discharge or disposal, and related works;
Outfall. Grading Sheets (1 each) w/Prop Contours and Cross Sections (~4 Xsecs) 2 4 2 16 32 54 $ 7,710.00 6.3 Coordination 2 4 6 $ 1,750.00 SUBTOTAL 13 4 34 15 150 82 $ 66,885.00 ORIGINAL CONTRACT UPDATED CONTRACT TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE/ SUPPLEMENTAL DESIGN FEE FC 102 - FEASIBILITY STUDIES - DATA COLLECTION $10,342.95 SAME AS ORIGINAL $10,342.95 $0.00 FC 102 - FEASIBILITY STUDIES - TRAFFIC & OPERATIONAL ANALYSIS $144,959.53 SAME AS ORIGINAL $144,959.53 $0.00 FC 162 - TRAFFIC SIGNAL WARRANT STUDIES $27,697.52 SAME AS ORIGINAL $27,697.52 $0.00 ORIGINAL CONTRACT UPDATED CONTRACT TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE/ SUPPLEMENTAL DESIGN FEE FC 102 - FEASIBILITY STUDIES - DATA COLLECTION ▇▇▇▇▇▇▇▇▇ added $2,088.00 $2,088.00 FC 162 - TRAFFIC SIGNAL WARRANT STUDIES ▇▇▇▇▇▇▇▇▇ added $5,558.00 $5,558.00 FC 162 - TEMPORARY TRAFFIC SIGNAL DESIGN NONE $0.00 3 INTERSECTIONS $37,582.58 $37,582.58 FC 162 - PERMANENT TRAFFIC SIGNAL DESIGN 5 INTERSECTIONS $136,570.03 7 INTERSECTIONS $201,603.95 $65,033.92 FC 163- ILLUMINATION (CONTINUOUS LIGHTING) ALONG THE SEGMENT $77,762.50 TASK REMOVED $0.00 ‐$77,762.50 FC 165 - TRAFFIC MANAGEMENT SYSTEMS (PERMANENT) ALL ITS COMPONENTS $70,213.69 SAME AS ORIGINAL $70,213.69 $0.00 DIRECT EXPENSES $1,453.78 SAME AS ORIGINAL $1,453.78 $0.00 TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE FC 309 - CONSTRUCTION PHASE SERVICES $36,000.00 SAME AS ORIGINAL $36,000.00 $0.00 Proj Number: CSJ : ▇▇▇▇-▇▇-▇▇▇ PM: ▇▇▇▇▇▇▇ Roku Date: 8/2/2021 Principal Project Manager Sr. Project Engineer Project Engineer CADD Technician Admin Assist. Sub-total Man-hours Subtotal (cost $) Billing Rate per Hour $189.75 $179.63 $131.56 $125.24 $84.76 $65.78 PHASE 3 - CONSTRUCTION PHASE SERVICES 1 Review and Respond to Submittals / RFI's / RFP's / etc 2 2 8 12 $ 1,161.60 PHASE 3 EXPENSES 2 Site Visit $ - 3 Postage / Courier $ - 4 Printing / Copies $ - SUBTOTAL PHASE 3 EXPENSES $ - TOTAL PHASE 3 CONSTRUCTION PHASE SERVICES 2 2 8 12 $ 1,161.60 June 23, 2022 Mr. ▇▇▇▇▇▇▇▇ ▇▇▇▇, PE Proposal No.: P-EE 2218606-G Project Manager Sent Via Email: ▇▇▇▇▇@▇▇▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇ ▇▇▇▇▇▇▇ and ▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇, ▇▇ ▇▇▇-▇▇▇-▇▇▇▇ Dear ▇▇. ▇▇▇▇▇: Earth Engineering, Inc. is pleased to present this proposal to perform a geotechnical evaluation for the above project in Sienna plantation, Texas. THIS PROPOSAL IS AN EXTENSION TO THE ORIGINAL PROPOSAL P-EE1925811- G DATED 11/22/2019. The scope of our services is presented below: • D...
Outfall. (Optional) We understand a 48-inch diameter outfall with a depth less that 10-ft be constructed at Fulshear Creek Tributary #2. According to the client, the construction of this outfall may be considered additional service; therefore, it is considered optional. This proposal is divided into three sections. Each section will be discussed and estimated separately. These sections are as follows: o Desktop Geologic Fault Study. o Geotechnical Exploration Study for the pavement and drainage improvements. o Geotechnical Exploration Study for the Outfall (Optional). The scope of our work will be in general accordance with Fort Bend County Geotechnical Guidelines Draft, May 2021. We understand that the scope of our work will not include review of plans and specifications prior to the final design. The project site is located in Fort Bend County, Texas. Geologic faults are scattered throughout Houston. In general, faults are caused by groundwater and oil removal from the underlying surface. Faults originate several thousand feet below the ground surface and can often cause displacement of the ground surface, causing broken pavement, water lines, and damage to residential and commercial structures. A Desktop Geologic Fault Study will be conducted. A desktop fault study will include a study of published data on surface faults in the area of the site from the Geotech Engineering and Testing Library. A report of our findings will be provided.
Outfall. A = 7.28 acres C = 0.90
Outfall. The point where water flows from a man-made conduit, channel, or drain into a water body or other natural drainage feature. Retention Facility – A facility that is designed to retain water and allow for infiltration.
Outfall. Outfall Basin Sample 8 River Mile Basin Sampled by City Basin Sampled by LWG Basin Sampled by Multiple Parties Basin Sampled by GE Subbasin Sampled by ▇▇▇ Willamette River Taxlot 600 1,200 2,400 Feet Information contained on this map is accurate according to available records, however, the City of Portland makes no warranty, expressed or implied, as to the completeness or accuracy of the information published