The City of Greenup 3mgd Actiflo Carb Water …...construction, testing, and placing into operation...

www.howertoneng.com

[email protected]

Greenup

404 Main Street

Greenup, KY 41144

P: 606 • 473 • 5684

F: 606 • 473 • 5682

The City of Greenup

3mgd Actiflo Carb Water Treatment Plant

Addendum #4

06/07/2018

1. Revised Section 00425 – Major Subcontractor List to remove “Traffic control” and “Pedestrian Bridge”

from the list and add additional.

2. Revised Section 00426 – Supplier List to remove Pedestrian Bridge and add additional items.

3. Revised Section 00410 – Bid Form

a. “A” has been changed to Mott

b. “B” LOC Scientific has been added

4. The “Buy American” Clause does not apply to this project.

Richard L. Howerton, PE, PLS, CFM

[email protected]

http://www.howertoneng.com/

mailto:[email protected]

Major Subcontractor Listing

00425-1

SECTION 425

MAJOR SUBCONTRACTOR LISTING

Bidding Contractor:

NOTE: This form must be completely filled in by Bidding

Contractors. If no subcontractor is to be used on a

listed item, write in the word "None" opposite the item.

NUMBER SUBCONTRACTOR NAME, ADDRESS, PHONE, CONTACT

1 SITEWORK CONCRETE TYPE WORK

DOLLAR AMOUNT $

2 Asphalt Paving TYPE WORK

DOLLAR AMOUNT $

3 Electrical TYPE WORK

DOLLAR AMOUNT $

4Building Framing TYPE WORK

DOLLAR AMOUNT $

5Structural Concrete TYPE WORK

DOLLAR AMOUNT $

6. Utilities and Pipeline TYPE WORK

DOLLAR AMOUNT $

7. Site Work TYPE WORK

DOLLAR AMOUNT

Signature (Bidding Contractor)

Title

Date

END OF SECTION

Supplier Listing

00426-1

SECTION 426

SUPPLIER LISTING; LIST OF MATERIALS AND EQUIPMENT

Bidding Contractor:

NOTE: This form must be completely filled in by Bidding

Contractors.

1. Bidders are hereby advised that the following list shall be filled out, complete, by lowest bidder within two (2) hours

from close of official reading of bids, if bidder is to

qualify for consideration.

2. No material or equipment will be considered which is not in every respect equal to that specified or indicated in Contract

Documents.

3. Materials listed “as specified” will be interpreted as meaning exact item, by brand or make, as specified.

NUMBER SUPPLIER NAME, ADDRESS, PHONE, CONTACT

1 Ready Mix Concrete

Supplier

2 Caulking and Sealants

3 Asphalt

4 Pipeline

5 Reinforcing Steel

6 HVAC Supplier

7 Plumbing

8 Electrical

9

10

BUY AMERICAN REQUIREMENTS

This project will be governed by the provisions of 23CFR635.410that

in accordance with the 23CFR635.410 the Owner and Contractor will

follow this provision (see section General Provisions, buy American

Requirements 23CFR635.410).

Signature (Bidding Contractor)

Title

Date

END OF SECTION

EJCDC C-410 Suggested Bid Form for Construction Contracts

Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

Page i

BID FORM

TABLE OF ARTICLES

Page

Article 1 – Bid Recipient .................................................................................................................................................................... 01

Article 2 – Bidder’s Acknowledgements ........................................................................................................................................... 01

Article 3 – Bidder’s Representations .................................................................................................................................................. 01

Article 4 – Further Representations .................................................................................................................................................... 02

Article 5 – Form of Proposal .............................................................................................................................................................. 03

Article 6 – Time of Completion ......................................................................................................................................................... 05

Article 7 – Attachments To This Bid ................................................................................................................................................. 05

Article 8 – Defined Terms .................................................................................................................................................................. 05

Article 9 – Bid Submittal .................................................................................................................................................................... 05



00410 - 1

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

The City of Greenup

1005 Walnut Street

Greenup, KY 41144

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the

form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for

the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the

Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing

with the disposition of Bid security. This Bid will remain subject to acceptance for 150 days after the Bid opening, or

for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding

Documents, and the following Addenda, receipt of which is hereby acknowledged.

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that

may affect cost, progress, and performance of the Work. –

C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost,

progress and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to

the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or

contiguous to the Site (except Underground Facilities) which have been identified in SC-4.02, and (2) reports and

drawings of Hazardous Environmental Conditions that have been identified in SC-4.06.

E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or

supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface,

subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or

performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and

procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques,

sequences, and procedures of construction expressly required by the Bidding Documents to be employed by

Bidder, and safety precautions and programs incident thereto.

F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are

necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times

and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the

Work as indicated in the Bidding Documents.



00410 - 2

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the

Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations,

explorations, tests, studies, and data with the Bidding Documents.

I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has

discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions

for the performance of the Work for which this Bid is submitted.

K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later

than the date of its execution of the Agreement.

ARTICLE 4 – FURTHER REPRESENTATIONS

4.01 Bidder further represents that:

A. this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not

submitted in conformity with any agreement or rules of any group, association, organization or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.



00410 - 3

ARTICLE 5 – FORM OF PROPOSAL

BASE BID: 3 MGD ACTIFLO CARB WATER TREATMENT PLANT

BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS, PLANS, and TECHINCAL

SPECIFICATIONS for the following lump sum price.

The BIDDER agrees to furnish, pay for and install all plant, labor, materials, equipment, and incidentals necessary for the

construction, testing, and placing into operation of the 3 mgd Actiflo Carb Water Treatment Plant, all in accordance with the

drawings and specifications, for the lump sum price as shown below, which shall constitute the total bid.

The owner will award based on the lowest, best, bonafide, qualified base bidder. The owner reserves the right to reject any and

all bids. Additionally.

The bidder agrees to furnish all materials, supplies, and services required for the above referenced project, as described in the

specifications, contract documents, and shown on the drawings, enumerated below and as modified by the addenda list above.

(WORDS)

($ )

(FIGURES)

ALTERNATE EQUIPMENT The specifications require the use of certain equipment by specified manufacturers for the BASE BID. This requirement is not

intended to restrict competition but is for the purpose of establishing the desired standard of quality and mechanical features

without ruling out comparable competitive equipment which may have certain superior or inferior features not affecting the

basic operation of the equipment.

Where appropriate, provisions are made here for the BIDDER to offer comparable equipment by other manufacturers for the

Owner’s consideration. Equipment items listed as “A” items shall be used in each BIDDER’S Base Bid. These items were used

by the Engineer as the basis of design for this project. Where such are shown, equipment items listed as “B” items are the pre-

approved alternates for which the BIDDER shall submit his additions or deductions to the Base Bid for supplying those alternate

items. The contract award will be based on the lowest (and most qualified, City reserves the right to select any of the bids

regardless if they are the lowest bidder) amount lump sum bid after additions or deductions of any “B” item alternate, or

alternate bid item and/or deductive bid item that may or may not selected by the owner and/or engineer. The owner reserves the

right to select any, all, or none of the proposed “B” alternatives.

Other equipment alternates may be submitted by the bidder by listing the alternate equipment name and amount of the addition

or deduction to the base bid in the space noted for “C” items. Any alternate listed as a “C” item addition or deduction will not be

used to select the lowest total amount lump sum base bid. The owner and the engineer shall review proposed “C” item additions

or deductions within 60 days after receipt of the bids and adjust the contract price accordingly. In addition to the addition or

deduction offered, the low bidder shall reimburse the engineer through the owner for any redesign and/or construction drawings

required for any dimensional, electrical, SCADA and Instrumentation & controls, mechanical, geotechnical, structural or any

other changes required in design to select any, all, or none of the proposed “C” alternates.



00410 - 4

VALVES AND HYDRANTS

(AIR-CUSHIONED SWING CHECK AND SURGE VALVE) A. Golden Anderson Total Amount

(WORDS) (Figures)

B. Ross Valve Total Amount

(WORDS) Add(Deduct)

B. APCO Total Amount

(WORDS) Add(Deduct)

B. Mueller Total Amount

(WORDS) Add(Deduct)

C. Other Total Amount

(WORDS) Add(Deduct)



00410 - 5

VALVES AND HYDRANTS

(GATE VALVES AND BUTTERFLY VALVES OTHER THAN THOSE PROVIDED WITH

ACTIFLO/LEOPOLD) A. Mueller Total Amount

(WORDS) (Figures)

B. M & H Total Amount

(WORDS) Add(Deduct)

B. Dezurik Total Amount

(WORDS) Add(Deduct)

B. Golden Anderson Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

STATIC IN-LINE MIXER A. Koflo Total Amount

(WORDS) (Figures)

B. Lightnin Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)



00410 - 6

VERTICAL TURBINE PUMPS

(HIGH SERVICE AND BACKWASH PUMPS) A. Grundfos Total Amount

(WORDS) (Figures)

B. Peerless Total Amount

(WORDS) Add(Deduct)

B. Goulds Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

FILTER CONTROL UNDERDRAIN BLOWER SYSTEM A. Leopold Total Amount

(WORDS) (Figures)

B. Tettra Severn Trent Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)



00410 - 7

CHEMICAL FEED EQUIPMENT A. Prominent Total Amount

(WORDS) (Figures)


(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

CHEMICAL STORAGE TANKS A. Assman Total Amount

(WORDS) (Figures)

B. Snyder Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

LABORATORY FURNITURE A. Mott Total Amount

(WORDS) (Figures)

B. LOC Scientific Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)



00410 - 8

PRE-ENGINEERED STRUCTURE A. Butler Total Amount

(WORDS) (Figures)

B. Varco-Pruden Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

PLANT INSTRUMENTATION AND CONTROL SYSTEMS A. CI Thornburg. Total Amount

(WORDS) (Figures)


(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

FIELD INSTRUMENTATION A. CI Thornburg. Total Amount

(WORDS) (Figures)


(WORDS) Add(Deduct)


(WORDS) Add(Deduct)



00410 - 9

VARIABLE FREQUENCY DRIVES A. Allen-Bradley Total Amount

(WORDS) (Figures)

B. Square D Total Amount

(WORDS) Add(Deduct)

B. Siemens Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)

EMERGENCY BACKUP GENERATOR A. Caterpillar Total Amount

(WORDS) (Figures)

B. Generac Total Amount

(WORDS) Add(Deduct)

B. Kohler Total Amount

(WORDS) Add(Deduct)

B. Onan Total Amount

(WORDS) Add(Deduct)


(WORDS) Add(Deduct)



00410 - 10

DEDUCTIVE ALTERNATE NO. ONE

Deductive alternate bid no one will include the deletion of the installation of ASPHALT PAVING on the site as

indicated on the contract drawings and specifications within the contractor’s lump sum base bid for this portion of

the related work. In completing DEDUCTIVE ALTERNATE NO. ONE, the bidder shall complete both the words

and figures below

Dollars

(WORDS) (FIGURES)



00410 - 11

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be started within ten (10) calendar days after receipt of Notice to Proceed and will be

substantially complete within 540 calendar days after the date when the Contract Times commence to run as provided

in Paragraph 2.03 of the General Conditions and will be completed and ready for final payment in accordance with

Paragraph 14.07.B of the General Conditions within 15 calendar days after the date when the Contract Times

commence to runs.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work

within the Contract Times.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are attached to and made a condition of this Bid:

A. Required Bid security in the form of 5%

B. List of Proposed Subcontractors

C. List of Proposed Suppliers

D. List of Project References

E. Required Bidder Qualification Statement with Supporting Data

F. Local Labor Goal (Section 00715)

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General

Conditions, and the Supplementary Conditions.

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid submitted by:

If Bidder is:

An Individual

Name (typed or printed): ________________________________________________________________

By: _________________________________________________________________________________ (SEAL)

(Individual’s signature)

Doing business as: _____________________________________________________________________

A Partnership

Partnership Name: _____________________________________________________________________ (SEAL)

By: _________________________________________________________________________________

(Signature of general partner – attach evidence of authority to sign)




00410 - 12

A Corporation

Corporation Name: _____________________________________________________________________ (SEAL)

State of Incorporation: ___________________

Type (General Business, Professional, Service, Limited Liability): ________________________________

By: _________________________________________________________________________________

(Signature – attach evidence of authority to sign)


Title: ________________________________________________________________________________

(CORPORATE SEAL)

Attest: _______________________________________________________________________________

(Signature of Corporate Secretary)

Date of Qualification to do business in ________________ [State Where Project is Located] is ____\____\____.

A Joint Venture

Name of Joint Venturer: _________________________________________________________________

First Joint Venturer Name: _______________________________________________________________ (SEAL)

By: _________________________________________________________________________________

(Signature of first joint venture partner – attach evidence of authority to sign)


Title: ________________________________________________________________________________

Second Joint Venturer Name: _____________________________________________________________ (SEAL)

By: _________________________________________________________________________________

(Signature of second joint venture partner – attach evidence of authority to sign)


Title: ________________________________________________________________________________

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to

the joint venture should be in the manner indicated above.)

Bidder’s Business address: _______________________________________________________________

_____________________________________________________________________________________

Phone: ________________________________ Facsimile: ___________________________________

Submitted on ______________________________, 20_____.

State Contractor License No. ________________. (If applicable)

DESCRIPTIONDRAWING NO.MATERIALQTYITEM

ASSY, DRAFT TUBE1794099SEE BOM21ASSY, HEADER, HYDROCYCLONE OVERFLOW, 6" X 3", 2 CYCLONES (NOT BY KRUGER)-SEE CONT DOCS22ASSY, HYDROCYCLONE SUPPORT STAND, MA20, 2 CYCLONES1830579SEE BOM23ASSY, LAMELLA MODULE, 1.5 MGD1842945SEE BOM24ASSY, PAC RETURN BOX, 75 GAL1205127SEE BOM25ASSY, PIPING, OVERFLOW VENT, 2", 30"LG (NOT BY KRUGER)-SEE CONT DOCS46ASSY, PIPING, PUMP DISCHARGE, 3" X 2" (NOT BY KRUGER)-SEE CONT DOCS47ASSY, PIPING, PUMP SUCTION, 3" X 2" (NOT BY KRUGER)-SEE CONT DOCS48ASSY, SCRAPER, BRIDGE, DRIVE, GRATING, 1.5 MGD-SEE MFG SHT29ASSY, SHAFT COVER, 12"W X 77"H X 36"MT1795795SEE BOM210ASSY, TROUGH, 9"W X 12"H X 98"L X 3"N1794026SEE BOM811BRACE, GIRDER, 2.00" SQ X .25"THK X 40.50"LG1794251AISI_3041612BRKT, TROUGH, 8" ROD SPACING1082064AISI_304813CONCRETE, PLAN & SECTIONS, 2 X 1.5 MGD1841097CONC-REBAR114FLG, PIPE, BLIND, 3", 150 LB (NOT BY KRUGER)-SEE CONT DOCS215FLW MTR, ENDRESS + HAUSER, PROLINE PROMAG 50 W, 3", FLG. CONN., COMPACT VERSSEE MFG SHT416MIXER, COAGULATION-SEE MFG SHT217MIXER, MATURATION-SEE MFG SHT218MIXER, PAC-SEE MFG SHT219PUMP, HOSE, 1 1/2", BREDEL#SPX40-SEE MFG SHT220PUMP, SAND CIRCULATION, 2" X 2", LINAPUMP lllr-SEE MFG SHT421TRANSMITTER, PRESSURE INDICATING, 1/2" NPT, E-H PMC71-ABC1H-B-2D-A-SEE MFG SHT422VALVE, BALL, 1 1/2", VELAN VOP-1000 #S07-L0313-SSGA-SEE MFG SHT423VALVE, BALL, 1/2", 1000PSI, 2-PIECE,THD-SEE MFG SHT824VALVE, PINCH, 6", DW SERIES 75, RED VALVE-SEE_MFG_SHT225VALVE, PLUG, 3", FLG, PEC, DEZURIK-SEE MFG SHT826WLDMT, ANTI-VORTEX BAFFLE, 14.00" X 120"LG1367239SEE BOM427WLDMT, GIRDER, LAMELLA SUPPORT, 1 1/2" PIPE, 10" WEB, 156"W TANK1204967SEE BOM628WLDMT, PIPING, HYDROCYCLONE INLET, 3", UP (NOT BY KRUGER)-SEE CONT DOCS429WLDMT, PIPING, HYDROCYCLONE OVERFLOW, 3" (NOT BY KRUGER)-SEE CONT DOCS430WLDMT, PIPING, PUMP SUCTION SPLIT, 3" X 2", 2 PUMPS (NOT BY KRUGER)-SEE CONT DOCS231WLDMT, PIPING, SAND RECIRCULATION, 3" (NOT BY KRUGER)-SEE CONT DOCS832WLDMT, PIPING, SETTLING PIT SUCTION, 6" (NOT BY KRUGER)-SEE CONT DOCS233WLDMT, WALL BRACKET, LAMELLA, 1-1/2" PIPE, 1/2" ANCHORS @ 6 3/4"1073315SEE BOM1234

DRAWING NUMBER: 1840828PROJECT NUMBER: 5700117601PROJECT NAME: GREENUP, KY

MD BILL OF MATERIALSCREATED BY: MD

REVISION: BPAGE 2 OF 11

A A

B

B

C

C

D

D

TANK COVERING INTHISA AREA TO

BE GRATING ONLY

B

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ALL INFORMATION CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF KRUGER AND/OR ITS AFFILIATES. THE DESIGNCONCEPTS AND INFORMATION CONTAINED HEREIN ARE PROPRIETARY TO KRUGER AND ARE SUBMITTED IN CONFIDENCE. THEYARE NOT TRANSFERABLE AND MUST BE USED ONLY FOR THE PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY SUBMITTED.THEY MUST NOT BE DISCLOSED, REPRODUCED, LOANED OR USED IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTENCONSENT OF KRUGER. KRUGER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THIS DOCUMENT OR THE DESIGNCONCEPTS AND INFORMATION CONTAINED HEREIN FOR ANOTHER PROJECT OR IN A MANNER THAT DOES NOT RELATE TO THEFITNESS OR PURPOSE OF THIS DOCUMENT. IN NO EVENT SHALL THIS DOCUMENT OR THE DESIGN CONCEPTS AND INFORMATIONCONTAINED HEREIN BE USED IN ANY MANNER DETRIMENTAL TO THE INTEREST OF KRUGER. ALL PATENT RIGHTS ARE RESERVEDACCEPTANCE OF THE DELIVERY OF THIS DOCUMENT CONSTITUTES AGREEMENT TO THESE TERMS AND CONDITIONS.

ACTIFLOMECHANICAL, PLAN AND SECTIONS, 2 X 1.5 MGD

KRUGER INC. 4001 WESTON PKWY CARY, NC 27513 | (919) 677-8310

SCALE DRAWING NO SHEET REV5700117601

5

E E

0"

1' 4

-1/2

" 0"

4' 5

-1/4

"

7' 6

"

0"0"

TOINSIDE BTMOF CRADLE

6' 7-3/4"

TOBTM OF BRKT

12' 4-1/2"

0"2" 0"2' 8

-1/2

"

5' 6

-7/8

"

(2-1/4")

B

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14

PARTIAL SECTION A-A

13 11

DETAIL A

4

DETAIL ASCALE 1:10

12 12 28

34

4X 10'

4X 2' 2"

4X 1' 2"

B

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GREENUP, KY





IMPELLER SHOWN FOR REF ONLY.SEE MIXER MANUFACTURER'SDRAWINGS FOR ACCURATE NUMBEROF IMPELLERS, PUMPING DIRECTION,AND IMPELLER PLACEMENT (TYP)

PACTANK

PACTANK

SECTION B-B

27

27 27

27

19 19

2X 8' 8-1/4"

2X 1' 7-7/8"

B

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IMPELLER SHOWN FOR REF ONLY.SEE MIXER MANUFACTURER'SDRAWINGS FOR ACCURATE NUMBEROF IMPELLERS, PUMPING DIRECTION,AND IMPELLER PLACEMENT (TYP)

MATURATIONTANK

MATURATIONTANK

SECTION C-C

1 1

18 18

17 17

COAGULATIONTANK

COAGULATIONTANK

0"0"

0" 1' 7

-1/2

"

0" 8' 1

-1/2

"

11' 4

-1/2

"

4' 1

0-1/

2"

TROUGHINVERT

11' 1-7/8"

BTMOF NOTCH

11' 10-7/8"

TOPOF NOTCH

12' 1-7/8"

B

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SECTION D-D

SETTLING TANK SETTLING TANK 10 10

9 9

2X 13'

4X 3' 6"TO MIXER

2X 10' 2X 13'

2X 5' TO MIXER

& BAFFLE

4X 7'

2X 13'

2X 6' 6" TOSCRAPER

2X 3' 6" TOMIXER

2X 6' 6" TOSCRAPER

2X 6' 6" TOMIXER

2X 5'

2X 2' 6" TOMIXER

2X 3' 1"

B

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MATURATIONTANK

MATURATIONTANK

COAGULATIONTANK

PACTANK

SETTLINGTANK

SETTLINGTANK

SECTION E-E

PACTANK

COAGULATIONTANK

1' 7-1/4"

4' 10-9/32" TOCYCLONE INLET

B

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NOTES: 1. SLUDGE DISCHARGE PIPING (NOT SHOWN) MUST BE DESIGNED TOPREVENT BACKFLOW INTO THE CYCLONES. OF PIPE HEADER MUSTBE BELOW CYCLONE INLET. ALL HIGH SPOTS MUST BE VENTED TORELIEVE AIR (DESIGNED AND SUPPLIED BY OTHERS).2. ALL PIPING SEGMENTS PROVIDED BY KRUGER ARE TO BESUPPORTED BY CONTRACTOR SUCH THAT LOADS AND FORCESWILL NOT BE TRANSFERRED TO ANY KRUGER EQUIPMENT.

6

SAND SAMPLING PORTTO BE LOCATED ON A VERTICAL RUN

OR ON A HORIZONTAL RUN AS CLOSE TOTHE EXITING ELBOW OF THE VERTICAL

RUN AS POSSIBLE

PARTIAL ELEVATION VIEWTYP HYDROCYCLONE DETAIL

PVC VENTMUST BE INSTALLEDAT HIGHEST POINT OFOVERFLOW PIPING(NOT BY KRUGER)

2" HYDROCYCLONEFLUSH WATER CONNECTION

SECTION I-IPARTIAL ELEVATION VIEWTYP HYDROCYCLONE DETAIL

2 3

3" VICTAULIC CONNECTIONAT HYDROCYCLONE OVERFLOW

(COUPLING SHIPPED W/CYCLONE)

3" VICTAULIC CONNECTIONAT HYDROCYCLONE INLET(COUPLING SHIPPED W/CYCLONE)

(1) WYE LATERAL REQUIREDPER HYDROCYCLONEOVERFLOW TO PREVENTBACKFLOW TO HYDROCYCLONES(NOT BY KRUGER)(SEE NOTE 1)

PARTIAL PLAN VIEWTYP HYDROCYCLONE DETAIL

HYDROCYCLONE PIPINGSHOWN FORREFERENCE ONLY.CONTRACTOR TOCONFIGURE HYDROCYCLONEPIPING PER CONTRACTDRAWINGS.

(3' 2-1/2")

(1' 6-3/4")

B

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TYP PAC RETURN TANK

FROM HYDROCYCLONES

TO PAC TANK

TO PACWASTE PUMP

TO WASTE

B

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NOTES:1. UNLESS OTHERWISE SPECIFIED,INTERCONNECTING PIPING, FITTINGS AND VICTAULICSNOT BY KRUGER. CONTRACTOR TO CONFIGUREPIPING PER CONTRACT DRAWINGS.

3" X 2" CONCENTRICREDUCERS (NOT BY KRUGER)FLAT-FACE, WELD NECKFLANGE REQUIRED AT PUMPINLET AND PUMP OUTLET.NO GASKET REQUIRED.(BY OTHERS)

VICTAULIC COUPLING(2) REQUIRED PER INLET AND OUTLET

(NOT BY KRUGER)CRITICAL FOR PUMP MAINTENANCE

TOHYDROCYCLONEINLET

3" X 2" ECCENTRIC REDUCERSWITH FLAT SIDE ON TOP REQUIREDAT EACH PUMP (NOT BY KRUGER)

PARTIAL ELEVATION VIEWTYP SAND RECIRCULATION PUMP DETAIL

7

8 15 26 31

33

21

DETAIL E

PARTIAL ELEVATION VIEWTYP SAND RECIRCULATION PUMP DETAIL

DETAIL ETYP FLOWMETER AND

PIT INSTALLATIONSCALE 1:20

FLOWMETER REQUIRES 5 X PIPE DIA. OFSTRAIGHT LENGHT SECTION ON THE

INLET END AND 2 X PIPE DIA. OF STRAIGHTLENGTH SECTION ON THE OUTLET END.CONTRACTOR TO LOCATE FLOWMETER

AND CONFIGURE MICROSAND PIPING PERCONTRACT DRAWINGS.

1/2" NPT SCH40 AISI 304NIPPLE THREADED ONE END.

ORIENT FOR OPERATIONCONVENIENCE/VISIBILITY

(NOT BY KRUGER)

22

24

26

16

32

32

PARTIAL SECTION H-HTYP SAND RECIRCULATION PUMP DETAIL

23

MICROSAND PIPINGSHOWN FOR

REFERENCE ONLY.CONTRACTOR TO

CONFIGURE MICROSANDPIPING PER CONTRACT

DRAWINGS.

A

A

D

D

B

B

C

C

29' (45' 8")

(38' 10")

(15' )

3X 6"

7' OPEN

5' OPEN

5' OPEN

1' 1-1/2" OPEN

2' 11"OPEN

4' 8"MAT/SETT WEIR

1841097 B.4 Released 1841097 B.2 Released

B

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ACTIFLOCONCRETE, PLAN & SECTIONS, 2 X 1.5 MGD

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DATEAPPRDRAWNDESCRIPTIONREV06.09.17.JCCPRELIMINARY RELEASEA05.31.18.SRWMOVED PUMP PADS, REV'D COAG WEIR HEIGHTB

SCALE DRAWING NO SHEET REV 5700117601

NOTE: ALL DIMENSIONS ARE TYPICAL BOTH TANKS

E

E

3' 4" 30

1' 6"+1/2"-0"

0"7"0"

1' 4"

10' 2"

( )TBD AFTER FINALBRIDGE DESIGN0D

13' 2"

1' 10"

6' 10"

10' 2"

(1' 11")

2' 2"+1/2"-0"

(10' ) (7' )

8' 2"(2' 1")

10"

10"

1' 2"

8"

(1' )

10"

B

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PACTANK

MATURATIONTANK

SETTLINGTANKS

TILL

ING

CH

UTE

EFFLUENT CHANNEL SIZEDAND DESIGNED BY OTHERS

SECTION A-A

(2' 4-3/4")

0"

1'

0"

2' 6"

B

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SECTION B-B

PACTANK

PACTANK

0"

1' 10"

0"

11' 8"

B

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SECTION C-C

MATURATIONTANK

MATURATIONTANK

COAGULATIONTANK

COAGULATIONTANK

(13' )

4' 10-1/2"

8' 1-1/2"

11' 4-1/2"

(3' 3")TYP

(1' 3/4")OUTSIDE SLEEVE

HEIGHT

0"

FINAL GROUTELEVATION

11' 1-3/4"

0"

1' 7-1/2"

(9-7/8")OUTSIDE SLEEVEWIDTH

2" MINALL AROUNDTBD AFTER FINAL

BRIDGE DESIGN

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NOTE: TROUGH INVERT ELEVATION IS EQUAL TOFINAL GROUT ELEVATION PLUS 1/4"

DETAIL G

SECTION D-D

SETTLINGTANK

SETTLINGTANK

DETAIL GSCALE 1:8

INSTALLATION DETAILSTO INSTALLATION MANUAL FOR TROUGH

AND DESIGNED BY OTHERS. REFERTROUGH SLEEVE BLOCK-OUT SIZED

GROUTEDAREA TO BE

F

F13' 1/2"8' 10"

13' 1/2"

1'

2X 1' 5-1/2"

3' 1"

(4' 1")

7'

7'

13'

10'

B

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SETTLINGTANK

COAGULATIONTANK

COAGULATIONTANK

MATURATIONTANK

MATURATIONTANK

SETTLINGTANK

STI

LLIN

G C

HU

TES

TILL

ING

CH

UTE

PACTANK

PACTANK

PUMP PAD(REFER TO PUMP GALLERYFOR PUMP PAD LOCATIONS)

SECTION E-E

13' +2"-0"

4X 5' 2-1/32"

4X 35

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NOTES:1. THE SETTLING TANK FILLETS MINIMIZE THE AREA WHERE SLUDGECAN ACCUMULATE WITHIN THE SETTLING BASIN. THE FILLETS SHOULDEXTEND AROUND THE ENTIRE BASIN TO CREATE A CIRCLE THAT ISCONCENTRIC WITH THE SCRAPER PATH. THE DIAMETER OF THE CIRCLECREATED BY THE FILLETS SHOULD MATCH THE WIDTH OF THE SETTLINGTANK. THE INTENDED CLEARANCE BETWEEN THE OUTERMOSTSQUEEGEE AND FILLET BASE IS 2 TO 4 INCHES AROUND THE ENTIRESETTLING TANK.2. REFER TO SCRAPER MANUFACTURER'S DOCUMENTATION FOR SETTLINGSLOPE SCREEDING INSTRUCTIONS.

GROUT

SECTION F-F

SECTION F-F(ISOMETRIC)GROUT

daniel.austria

Callout

PLEASE NOTE FLOWMETER SHOULD BE FLOODED FOR PROPER OPERATION (EG-U BEND PIPE)

SITE DESCRIPTION Project Name and Location:

(Latitude, Longitude, or

Address)

Greenup WTP: Greenup, KY

Lat.: 38.5747

Long.: -82.8406

Owner Name

and Address:

City of Greenup

Route 2

Greenup, KY 41144 Site Manager and BMP Plan

Contact Person:

Project Start

and End Dates:

Start:

End:

Description: (Existing Site Conditions, Purpose, and Types of Soil Disturbing Activities)

The existing site is a 2 acres lot with gravel, concrete, asphalt, grass, and trees. No threatened or endangered

species were on the property. This project will consist of proposed water treatment plant and backwash lagoon,

new asphalt, curb & gutter, and a new storm sewer system. Soil disturbing activities will include: installing a

stabilized construction entrance; installing perimeter silt fence and other erosion and sediment controls; grading;

excavation, storm sewer, utilities; parking areas; preparation for final seeding and landscaping.

Runoff Coefficient: Current Runoff Coefficient = 98; Final Runoff Coefficient = 98

Site Area:

The site is approximately 2 acres of which 1.5 acres will be disturbed by

construction activities.

Sequence of Major Activities

Construction Activity

Construction access – entrance to site,

construction routes, areas designated for

equipment parking

Sediment traps and barriers – basin,

traps, sediment fences, outlet protection

Runoff control – diversions, perimeter

dikes, outlet protection

Runoff conveyance system – storm drains,

channels, inlet and outlet protection, slope

drains

Land clearing and grading – site

preparation (cutting, filling, and grading,

sediment traps, barriers, diversions,

drains, surface roughening)

Surface stabilization – temporary and

permanent seeding, mulching, sodding,

riprap

Building construction – buildings, utilities,

paving

Landscaping and final stabilization –

topsoil, trees and shrubs, permanent

seeding, mulching, sodding, riprap

Schedule Consideration

This is the first land-disturbing activity. As soon as construction

begins, bare areas will be stabilized with gravel and temporary

vegetation.

After construction site is accessed, principal basins will be installed,

with the addition of more traps and barriers as needed during

grading.

Key practices will be installed after the installation of principal

sediment traps and before land grading. Additional runoff control

measures may be installed during grading.

There is one stream on site. Principal conveyance systems will be

installed with runoff control measures. The remainder of the

systems may be installed after grading.

Major clearing and grading will begin after installation of principal

sediment and key runoff-control measures, and additional controls

measures will be installed as grading continues. Borrow and

disposal areas will be cleared as needed. Trees and buffer areas will

be marked for preservation.

Stabilization will begin within 14 days on areas of the site where

construction has permanently or temporarily (for 21 days or more)

ceased.

During construction, erosion and sedimentation control measures

will be installed as needed, such as construction entrances and silt

fence at back of curb and/or property line. Gravel areas will be

installed for building material storage.

This is the last construction phase. All open areas will be stabilized,

including borrow and spoil areas. Temporary control structures will

be removed and the area will be seeded and mulched.

SITE DESCRIPTION (Continued) Name of Receiving Waters:

TDMLs and Pollutants of

Concern in Receiving

Waters:

Potential Sources of

Pollutants:

Sediments from land clearing and grading; concrete washout water; paint wash

water; oil/fuel/grease from equipment; sanitary waste; trash/debris.

CONTROLS

Erosion and Sediment Control Stabilization Practices

Temporary Stabilization – Top soil stockpiles and disturbed portions of the site where construction activity stops for at

least 21 days will be stabilized with temporary seed or straw mulch no later than 14 days from the last construction

activity in that area. The temporary seed shall be rye grass applied at a rate of 120 pounds per acre. Lime and fertilizer

will be applied prior to seeding if necessary to establish the rye. After seeding, each area shall be mulched with at least

2,000 pounds per acre of blown or hand-scattered straw. The straw will be netted down or crimped into place by a disk

harrow with the blades set straight. Areas of the site which are to be paved will be temporarily stabilized by applying

geotextile and stone sub-base bituminous pavement can be applied.

Permanent Stabilization – Disturbed portions of the site where construction activities are completed will be stabilized

with permanent seed no later than 14 days after completion of construction in the area. Seed and mulch will be applied

via hydroseeding/mulching or as described below. The permanent seed mix will consist of 80 lbs/acre tall fescue, and 40

lbs/acre Kobe lespedeza. Lime and fertilizer will be applied prior to seeding if needed. After seeding, each area will be

mulched with 4,000 pounds per acre of straw. The straw will netted down or crimped into place by disk harrow with

blades set straight. Ditches will be triple-seeded.

Structural Practices

Silt trap type A shall be constructed by excavating the basin in natural or excavated channels. Silt trap A consist of an

excavated pit, from 2 to 4 feet in depth, 20 to 30 feet in length, and 5 to 10 feet in width. Sediment deposits in silt trap

type A shall be removed each time the silt trap is approximately 50 percent filled. When their usefulness has ended the

silt trap shall be removed, surplus material disposed of and the entire disturbed area shall be seeded and protected, or

sodded, as directed. Silt traps may remain in place upon completion of the project only when permitted by the engineer or

the plans.

Site Runoff Management

Storm water drainage will be provided mostly by grassed swales, with some curb and gutter, storm sewer and catch

basins in a portion of the developed areas. Runoff will be diverted onto undisturbed vegetated areas and revegetated areas

where possible for infiltration. Landscaped areas with no buildings or roads will be brought to grade and

planted/seeded/mulched within 14 days. Two acres of the site, along existing drainage areas and some slopes, will be

flagged off-limits to equipment and remain in its current natural state. When construction is complete the entire site will

drain to an existing rock channel. The outlet of the detention basin will be stabilized by a riprap apron. The inlet will be

modified during construction by installation of a 3ft high rock berm around the inlet to increase detention time and

sediment removal. The berm will be removed after and entire site is stabilized.

OTHER CONTROLS Water Disposal: Waste Materials

All waste materials that may leach pollutants (paint and paint containers, caulk tubes, oil/grease containers, liquids of any

kind, soluble materials, etc.) will be collected and stored in a covered metal dumpster rented from the _______________,

which is a licensed solid waste management regulations. Construction debris and other wastes that do no leach pollutants

will be deposited in a covered or open topped dumpster. The dumpster will be emptied a minimum of twice a week or

more often is necessary, and the trash will be hauled to the city landfill. No construction waste materials will be buried

onsite. All personnel will be instructed regarding the correct procedure for waste disposal. Notices stating these practices

will be posted in the office trailer and ___________, the individual who manages the day-to-day site operations, will be

responsible for seeing that these procedures are followed.

Hazardous Waste

All waste materials will be disposed of in the manner specified by local or State regulation or by the manufacturer. Site

personnel will be instructed in these practices and __________, the individual who manages day-to-day site operations,

will be responsible for seeing that these practices are followed.

Sanitary Waste

Portable toilets will be used on site for sanitary wastes. All sanitary waste will be collected from the portable units a

minimum of three times per week by the _____________, a licensed city sanitary waste management contractor, as

required by local regulations. Portable units will be placed away from storm drain inlets, ditches, creeks, and other water

bodies.

Offsite Vehicle Tracking: A stabilized #2 and larger rock construction exit with geotextile underliner will be installed to help reduce vehicle

tracking of sediments. The paved street adjacent to the site entrance will be swept daily if necessary to remove any excess

mud, dirt, or rock tracked from the site. The rock exit will be grubbed lightly as needed to clear (shake down) dry mud.

Dump trucks hauling material from the construction site will be covered with a tarpaulin.

TIMING OF CONTROLS/MEASURES As indicated in the sequence of major activities, the earthen diversion berm, silt fences/sediment barriers, stabilized

construction entrances, and sediment basin will be constructed prior to clearing or grading of any other portions of the

site. Sediment traps will be constructed as needed in areas where construction activity temporarily ceases for more than

21 days will be stabilized with temporary seed and/or mulch within 14 days of the last disturbance. Once construction

activity ceases permanently in an area, that area will be seeded and mulched within 14 days. Temporary controls in

permanently stabilized areas, such as silt fences, sediment barriers, ditch checks, temporary sediment traps, etc…, will be

removed. Controls will remain in place until all vegetation is established and ditches are stable.

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS

The storm water pollution prevention plan reflects Kentucky Division of Water and City requirements for storm water

management and erosion and sediment control, this plan was prepared in accordance with the Kentucky BMP Planning

and Technical Specifications Manual published by KY DOW. There are no other local, state, or federal permits (e.g.,

Clean Water Act Section 404 dredge/fill permit, clean water act section 401 Water Quality Certification, etc.) needed for

this project.

MAINTENANCE/INSPECTION PROCEDURES Erosion and Sediment Control Inspection and Maintenance Practices

Maintenance and inspection will be handled by ___________ of __________________, who has been trained on

construction site BMPs at workshops sponsored by the KY DOW. Other workers on-site will be trained in BMP

installation, maintenance, and good housekeeping by ___________________. These are the inspection and maintenance

practices that will be used maintain erosion and sediment controls.

• All erosion prevention and sediment control measures will be inspected at least once each week and following

any rain of one-half inch or more.

• Inspections will be conducted by __________________, who has been trained by KY DOW.

__________________ will train three people who will be responsible for assisting in the inspections and

installing, maintaining, and repairing the controls on the site.

• Inspection reports will be written, signed, dated, and kept on file.

• Less than ½ of the site or 5 acres, whichever is less, will be cleared of vegetation at on time; areas at final grade

will be seeded and mulched within 14 days.

• All measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24

hours of being reported.

• Built-up sediment will be removed from behind the silt fence before it has reached halfway up the height of the

fence.

• Silt fences will be inspected for bypassing, overtopping, undercutting, depth of sediment, tears, and to ensure

attachment to secure post.

• The sediment basin will be inspected for depth of sediment, and built-up sediment will be removed when it

reaches 30 percent of the design capacity and at the end of the job.

• Diversion dikes and berms will be inspected and any breaches promptly repaired. Areas that are eroding or

scouring will be repaired and re-seeded/mulched as needed.

• Temporary and permanent seeding and mulching will be inspected for bare spots, washouts, and healthy

growth. Bare or eroded areas will be repaired as needed. It is expected that the following non-storm water discharge will occur from the site during the construction period:

• Water from water line flushings.

• Pavement wash waters (where no spills or leaks of toxic or hazardous materials have occurred).

• Uncontaminated groundwater and rain water (from dewatering during excavation).

All no-storm water discharge will be directed to the sediment basin or to a filter fence enclosure in a flat vegetated

infiltration area or be filtered via another approved commercial product.

INVENTORY FOR POLLUTION PREVENTION PLAN The materials or substances listed below are expected to be present onsite during construction:

• Concrete

• Detergents

• Paints (enamel and latex)

• Metal Studs

• Tar

• Wood

• Fertilizers

• Petroleum Based Products

• Cleaning Solvents

• Masonry Block

• Roofing Shingles

SPILL PREVENTION Material Management Procedures

The following material management practices, which will be used to reduce the risk of spills or other accidental exposure

of materials and substances to exposure to the weather and/or runoff.

Good Housekeeping: The following good housekeeping practices will be followed onsite during the construction project.

• An effort will be made to store only enough products required to do the job.

• All materials stored onsite will be stored in a neat, orderly manner in their appropriate containers and, if

possible, under a roof or other enclosure.

• Products will be kept in their original containers with the original manufacturer’s label.

• Substances will not be mixed with one another unless recommended by the manufacturer.

• Whenever possible, all of the product will be used up before disposing of the container.

• Manufacturer’s recommendations for proper use and disposal will be fallowed.

• The site superintendent will inspect daily to ensure proper used and disposal of material onsite.

Hazardous Products: These practices will be used to reduce the risks of associated with any and all hazardous materials.

• Products will be kept in original containers unless they are nor resealable.

• Original labels and material safety data sheets (MSDS) will be reviewed and retained.

• If surplus product must be disposed of, manufactures’ or state/local recommended methods for proper disposal

will be followed.

The following product-specific practices will be followed onsite: Petroleum Products: All onsite vehicles will be fueled and maintained off-site, monitored for leaks, and receive regular preventative

maintenance to reduce the chance of leakage. Petroleum products onsite (oil, gas for tamp and pump) will be stored in

tightly sealed containers, which are clearly labeled. Any asphalt substances used onsite will be applied according to the

manufacturer’s recommendations.

Fertilizers: If used, fertilizers used will be applied only in minimum amounts recommended by the manufacturer. Once applied,

fertilizer will be covered with mulch or blankets or worked into the soil to limit exposure to storm water. Storage will be

in a covered shed. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid

spills.

Paints: All containers will be tightly sealed and stored indoors or under roof when not being used. Excess paint or paint wash

water will not be discharged to the drainage or storm sewer system but will be properly disposed of according to

manufacturers’ instructions or state and local regulations.

Concrete Truck Washout: Concrete truck mixers and chutes will not be wash out on pavement, near storm drain inlets, or within 75 feet of any

ditch, stream, wetland, lake, or sinkhole. Where possible, excess concrete and wash water will be discharged to areas

prepared for pouring new concrete, flat areas to be paved that are away from ditches or drainage system features, or other

locations that will not drain off site. Where that approach is not possible, a shallow earthen wash basin will be excavated

away from ditches to receive the wash water.

Spill Control Practices

In addition to the good housekeeping and material management practices discussed in the previous sections of this plan,

the following practices will be followed for spill prevention and cleanup:

• Manufacturers’ recommended methods for spill cleanup will be clearly posted. All personnel will be made

aware of procedures and the location of the information and cleanup supplies.

• Materials and equipment necessary for spill cleanup will be kept in the material storage area. Equipment and

materials will include but not limited to brooms, dust pans, mops, rags, gloves, kitty litter, sand, sawdust, and

plastic and metal trash containers.

• All spills will be cleaned up immediately after discovery.

• The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent

injury from contact with hazardous substance.

• Spills of toxic or hazardous material will be reported to the appropriate state/local agency. • The spill prevention plan will be adjusted as needed to prevent spills from reoccurring and improve spill

response and cleanup.

• __________________, the site superintendent responsible for the day-to-day site operations, will be the spill

prevention and cleanup coordinator. He will designate at least three other people onsite to receive spill

prevention/cleanup training and assist in cleanups. Theirs names will be posted in the material storage area and

in the office trailer outside.

BMP PLAN FILES, UPDATES, AND AMENDMENTS This BMP Plan and related documents (e.g., NOI, inspection reports, US ACE permits, etc.) will be kept on file at the

construction site by __________________, the Site Manager. The BMP Plan will be updated by the Owner and/or Site

Manager to reflect any and all significant changes in site conditions, selection of BMPs, the presence of any unlisted

potential pollutants on site, or changes in the Site Manger, contractor, subcontractors, or other key information.

Updates and amendments will be made in writing within 7 days and will be appended to the original BMP Plan and

available for review.

BEST MANAGEMENT PRACTICES (BMP) PLAN CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision

in accordance with a system designed to assure that that qualified personnel properly gathered and evaluated the

information submitted. Based on my inquiry of the person or persons who manage the system, or those persons

directly responsible for gathering information, the information submitted is, to the best of my knowledge and belief,

true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including

the possibility of fine and imprisonment for knowing violations.

Signed:___________________________________ Date:__________________________________________

__________________

__________________

__________________

CONRACTOR’S CERTIFICATION I certify under penalty of law that I understand the terms and conditions of the general Kentucky Pollutant Discharge

Elimination System (KPDES) permit that authorizes the storm water discharges associated with the construction site

activity identified as part of this certification.

Signature For Responsible For

__________________

Date:__________________________

__________________

__________________

Date:__________________________

__________________

Date:__________________________

__________________

__________________

__________________

__________________

__________________

__________________

__________________

__________________

__________________

__________________

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The City of Greenup 3mgd Actiflo Carb Water …...construction, testing, and placing into operation...

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Transcript of The City of Greenup 3mgd Actiflo Carb Water …...construction, testing, and placing into operation...