ADDENDUM NO. 2...City of Franklin, Tennessee Page 2 of 7 COF No. 2015-0062 SSR No. 12-41-013-0 ADDENDUM NO. 2 July 27, 2015 BID DATE: August 4, 2015, 1:00 p.m. local time (Revised

FRANKLIN WATER TREATMENT PLANT MODIFICATIONS

FOR

CITY OF FRANKLIN

ADDENDUM NO. 2

ISSUE DATE: July 27, 2015

REVISED BID DATE: August 4, 2015, 1:00 p.m.

SMITH SECKMAN REID, INC.

2995 Sidco Drive

Nashville, Tennessee 37204

(615) 383-1113

COF No. 2015-0062

SSR No. 12-41-013.0

ADDENDUM NO. 2 Franklin Water Treatment Plant Modifications City of Franklin, Tennessee Page 2 of 7

COF No. 2015-0062 SSR No. 12-41-013-0

ADDENDUM NO. 2

July 27, 2015

BID DATE: August 4, 2015, 1:00 p.m. local time (Revised by Addendum No. 1)

TO ALL CONTRACTORS AND SUPPLIERS:

The attention of all prospective bidders for the subject project is directed to the following additions, deletions and

modifications to the Contract Documents.

This Addendum consists of seven (7) pages and the following attachments:

1) Specification Sections:

Revised Section 00 41 00, BID FORM

2) Attachments:

Current Plan Holder List

Questions Received in Writing

Appendix D – ARAP Permit

3) Drawings:

S1.0-07 revised 7/27/2015 E6.1 revised 7/24/2015

S4.1-07 revised 7/27/2015 E8.1 revised 7/24/2015

E0.1 revised 7/24/2015 EP1.2-02 revised 7/24/2015

4) Sketches:

SSK-001 dated 7/27/2015 dated 7/27/2015


COF No. 2015-0062 SSR No. 12-41-013-0

Addendum

Item

Page or

Drawing

Location and Description of Change

1 00 01 10-6 Delete reference to section “46 33 44” and replace with “46 43 44”.

2 00 21 13-11 Add the following sentence immediately after the first sentence of Article

15.2.D:

“Forms shall be submitted to Engineer within 24 hours of notice of

recommendation of award and are not required at time of submission

of bid.”

3 00 21 13-11 Delete Article 15.2.F in its entirety and renumber subsequent paragraphs.

4 00 21 13-11 Add the following sentence immediately after the first sentence of Article

15.2.G:

“Breakdown shall be submitted to Engineer within 24 hours of bid

opening and are not required at time of submission of bid.”

5 00 41 00 Replace 00 40 00 – BID FORM with the revised bid form included in this

Addendum.

6 07 41 13 Add “Petersen Aluminum/Pac-Clad SNAP-CLAD Metal Roof Panel

System” to the acceptable Manufactures listed in paragraph 2.1.

7 00 52 00-2 Delete paragraph 4.02.A and replace with the following:

A. The Work will be substantially completed within seven

hundred and thirty (730) days after the date when the

Contract Times commence to run as provided in paragraph

2.04 of the General Conditions, and completed and ready for

final payment in accordance with paragraph 14.07 of the

General Conditions within seven hundred sixty (760) days

after the date when the Contract Times commence to run.

8 33 11 00-27 Add “Unless otherwise noted on the Contract Drawings,” to the

beginning of the first sentence of paragraph 2.12.A.


COF No. 2015-0062 SSR No. 12-41-013-0

Addendum

Item

Page or

Drawing


9 33 12 00-30 Delete paragraph 2.28.B and replace with the following:

B. Valve boxes shall consist of precast concrete risers with cast

iron frames and covers. The long section shall be 5-1/4 inches

in inside diameter and fit around the stuffing box of the valve;

or over the valve operator, if a two-section box is used. Valve

boxes shall be properly sized to accept a valve position

indicator as described below. Valve boxes shall be the heavy

roadway type. Contact surfaces of frames and covers shall be

machined so that the covers rest securely in the frames with no

rocking and with the cover in contact with the frames for the

entire perimeter of the contact surface.

10 33 12 00-31 Delete paragraph 2.28.H and replace with the following:

H. Acceptable manufacturers:

1. Boxes – Hula Concrete Products, Hickman TN or approved

equal

2. Frame and Covers – John Bouchard No. 8006 or Vulcan

No. V-8455. No equals shall be allowed.

11 33 12 00-35 Delete the second sentence of paragraph 2.37.C.

12 43 21 39-8 In Article 2.03.A.3, delete the last sentence in its entirety and replace with

“Lifting chain shall have a working load limit no less than 3 times

combined installed pump and coupling weight while overall lifting

chain assembly shall have a working load limit of no less than 2.5 times

combined installed pump and coupling weight.”

13 43 21 39-10 After Article 2.04.C.9, add the following:

“10. Motors used with variable frequency drives (VFDs) shall be

provided with insulated bearings as deemed necessary by motor

manufacturer to prevent bearing damage. Motors used with VFDs

shall also be provided with shaft grounding rings. See Section 11 05 13

for additional requirements.”

14 46 21 56-3 In table found in Article 1.04.B, delete the following row:

Distance between Screen and Air Burst Compressor

1,500 feet


COF No. 2015-0062 SSR No. 12-41-013-0

Addendum

Item

Page or

Drawing


15 46 21 56-3 After Article 1.04.B.3, add the following:

“4. Air burst screen cleaning system shall be designed based on air

piping shown on Contract Drawings. Contractor shall inform screen

manufacturer of any and all deviations between Contract Drawings and

as-built conditions to allow screen manufacturer to modify air burst

screen cleaning system prior to manufacture to coincide with actual

field conditions. Contractor shall accommodate the sequence of

construction to allow this coordination to occur before system

manufacture.

5. Air burst cleaning system shall be designed for a maximum

hydrostatic pressure (depth of water over screen) of 20 feet.”

16 46 21 56-6 In Article 2.02.D.1, delete the first sentence and replace with the following:

“Provide a skid-mounted air burst screen cleaning system to remove

accumulated debris on surface of intake screen consisting of

compressor, receiver tank, valving, pressure regulators, 10 micron inlet

air filters, silencer, after-cooler, instrumentation and controls necessary

to provide sufficient amount of compressed air to clean intake screen

located at distance from cleaning system shown on Contract Drawings

and up to maximum screen submergence for air burst screen cleaning

system described in Part 1.”

17 46 21 56-7 Delete Article 2.02.D.4.a in its entirety and replace with the following:

“a. One-half of total volume of air shall be delivered to screen in first

second of backwash cycle. All air shall be delivered to screen in no

more than 5 seconds.”

18 46 41 26-9 Replace paragraph 3.03.A.1 with the following “Startup, final acceptance,

and job-site training: 1 man-day(s).”

Delete paragraph 3.03.A.2 in its entirety.

19 46 43 73-8 Replace paragraph 3.03.A.2 with the following “Startup, final acceptance,

and job-site training: 1 man-day(s).”

Delete paragraph 3.03.A.3 in its entirety.


COF No. 2015-0062 SSR No. 12-41-013-0

Addendum

Item

Page or

Drawing


20 46 99 13-4 Insert the following line into Schedule shown in Article 3.03.A.8:

Hydrofluosilicic

Acid 23-25% 1

Chemical

Injection

Vault No.

2

9 25 psi 5.25 fps

21 G0.9 For valve 10-PV-03:

Replace “EXTERIOR; VAULT” with “BURIED”.

Replace “FLANGED” with “MECH. JOINT”.

Replace “HANDWHEEL” with “NUT”.

22 A1.2 Clarification: At Electrical Room 102; Section 1/A5.0 refers to a typical

exterior window section. At Electrical Room 102 these windows have

spandrel glazing to match the remaining windows from the exterior, but on

the inside of this room, the partitions are to be continuous without window

openings to allow the entire perimeter to be available for mounting of panels

and equipment.

23 S1.0-05 Revise plan view of “New Flocculators Supports and Walkway” as shown

on Sketch SSK-001.

24 S1.0-07 Delete Drawing S1.0-07 in its entirety and replace with Drawing S1.0-07

included with this Addendum.

25 S4.1-07 Delete Drawing S4.1-07 in its entirety and replace with Drawing S4.1-07


26 D3.5-07 Delete reference to “24” BFV” in Section E and replace with “20” BFV”.

27 D3.7-07 Delete reference to “AMP” in Section H and replace with “AHP”.

28 DX5.5 Delete all references to “Chlorine” and replace with “Sodium

Hypochlorite”.

29 E0.1 Delete Drawing E0.1 in its entirety and replace with Drawing E0.1 included

with this Addendum.

30 E6.1 Delete Drawing E6.1in its entirety and replace with Drawing E6.1included

with this Addendum.

31 E8.1 Delete Drawing E8.1 in its entirety and replace with Drawing E8.1 included

with this Addendum.


COF No. 2015-0062 SSR No. 12-41-013-0

Addendum

Item

Page or

Drawing


32 EP1.2-02 Delete Drawing EP1.2-01in its entirety and replace with Drawing EP1.2-02


33 I6.1-02 Delete references to “4”-CU” and replace with “3”-SST”.

Delete reference to “24”-DIP” and replace with “30”-DIP”.

Delete references to “8”” on 18”-DIP discharge lines of pumps 10-P-110-A

and 10-P-110-B and replace with “18””.

34 Appendix Add Appendix D – Aquatic Resource Alteration Permit to the Appendix

documents.

END OF ADDENDUM NO. 2

Receipt of this Addendum should be indicated in the space provided on the Bid Form, and all Addenda should be

affixed to the Inside of the front cover of the Contract Documents.

Smith Seckman Reid, Inc.

2995 Sidco Drive

Nashville, Tennessee 37204

(615) 383-1113

SSR-12.41.013.0 00 41 00 – 1 Addendum No. 2

SECTION 00 41 00

BID FORM

COF CONTRACT NO. 2015-0062

ARTICLE 1 - BID RECIPIENT

1.1 This bid is submitted by:

Bidder’s Name:

1.2 This bid is submitted to:

Owner: CITY OF CITY OF FRANKLIN

Address: City Hall

319 3rd Ave South

Franklin, TN 37064

Project Title: WATER TREATMENT PLANT MODIFICATIONS

1.3 The 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 ACKNOWLEDGEMENTS

2.1 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and

Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

The Bid will remain subject to acceptance for sixty (60) 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 REPRESENTATIONS

3.1 In submitting this Bid, Bidder represents, as set forth in the Agreement, 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 all which is hereby acknowledged.

Addendum No. Addendum Date

Addendum No. 2 00 41 00 – 2 SSR-12.41.013.0

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 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 agrees that he is solely responsible for verifying the exact nature, character, quality, and quantity of all conditions to be encountered.

E. 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 paragraph 4.02 of the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in paragraph 4.06 of the General Conditions.

F. Bidder has obtained and carefully studied (or assumes responsibility for having done 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.

G. 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.

H. Bidder agrees that he shall neither have nor assert against the Owner or Engineer any claim for damages for extra work or otherwise or for relief from any obligation of these Contract Documents based upon the failure by the Owner or Engineer to obtain or to furnish additional subsurface information or to furnish all subsurface information in the Owner's or Engineer's possession or based upon any inadequacy or inaccuracy of the information furnished.

I. Bidder agrees that all subsurface information is made available only as a convenience, without express or implied representation, assurance, or guarantee that the information is adequate, complete, or correct, or that it represents a true picture of the subsurface conditions to be encountered, or that all pertinent subsurface information in the possession of the Owner or Engineer has been furnished. Bidder must interpret such information according to his own judgment.

J. 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.

K. 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

SSR-12.41.013.0 00 41 00 – 3 Addendum No. 2

additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

L. 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.

M. 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.

N. Bidder has examined the Contract Documents and has acquired sufficient knowledge of the required Work to the extent that Bidder clearly understands his obligations and responsibilities.

O. Bidder has coordinated with and obtained from equipment manufacturers and suppliers as required by individual specification sections and as deemed necessary by Bidder general arrangement drawings, process and instrumentation diagrams (P&IDs), electrical and instrumentation wiring, cabling and conduit requirements, plumbing and process piping and valve requirements, ancillary equipment requirements, and any other information necessary for Bidder to adequately price materials and labor required to be provided both by the equipment manufacturer and by the Bidder to provide fully functional equipment and systems.

P. Bidder has contacted proper authorities having jurisdiction over utilities which are involved in project and ascertained from said authorities locations at which each separate utility may be made available to project site.

Q. Bidder has fully reviewed the Owner’s Standard Water and Sewer Specifications provided on Owner’s website at the following address: www.franklintn.gov/government/engineering/ utilities/construction-development. Bidder has coordinated those standards with the rest of the Contract Documents and resolved to his satisfaction any discrepancies between those standards and the rest of the Contract Documents that could impact his Total Base Bid price.

ARTICLE 4 - FURTHER REPRESENTATIONS

4.1 Bidder further represents that:

A. Bidder represents that 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.

http://www.franklintn.gov/government/engineering/%20utilities/construction-development

http://www.franklintn.gov/government/engineering/%20utilities/construction-development

Addendum No. 2 00 41 00 – 4 SSR-12.41.013.0

E. Bidder shall execute and submit a copy of the attached Drug Free Workplace Affidavit, Non-Collusion Affidavit of Prime Bidder, Non-Collusion Affidavit of Subcontractors, and Letter from Surety, Statement of License Certificate with the Bid.

F. Bidder, by submitting his Bid, agrees that he is satisfied with and will at no time dispute the estimated quantities stated in the Bid as a proper means of comparing bids.

G. Bidder states that he is financially solvent and that he is experienced in and competent to perform the type of work or to furnish the plant, materials, supplies or equipment, to be so performed or furnished by him.

H. Bidder states that he is familiar with all Federal, State, and local Laws, ordinances and regulations, which may in any way affect the Work or those employed therein, including, but not limited to, any special acts relating to the Work or to the project of which it is a part.

I. Bidder states that such temporary and permanent Work required by the Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which it is intended, and that such construction will not injure any person or damage any property.

ARTICLE 5 - BID PRICES

5.1 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

BID FORM

FRANKLIN WATER TREATMENT IMPROVEMENTS

SCHEDULE A – LUMP SUM BID ITEMS

ITEM

NO. DESCRIPTION ITEM TOTAL

1.

Construct, install, test, and place into operation raw water intake

screen and pump station, complete lump sum bid $

2.

Construct, install, test, and place into operation 2.67 MGD membrane

filtration water treatment facility, complete lump sum bid $

SCHEDULE B – ALLOWANCE AND GUARANTEED PRICE ITEMS

ITEM

NO. DESCRIPTION ITEM TOTAL

3. Cash Allowance for Materials Testing $60,000.00

4.

Cash Allowance for Concrete Repair @ Existing Flocculation,

Settling, and Membrane Feedwell Basins $40,000.00

SSR-12.41.013.0 00 41 00 – 5 Addendum No. 2

5. Cash Allowance for Additional Spare Parts $25,000.00

6. Cash Allowance for Construction Contingencies $750,000.00

7.

Cash Allowance for Construction Contingencies at Existing Filter

Building $50,000.00

8. Cash Allowance for Electric Utility Relocation Work $30,000.00

9. Guaranteed Price for Membrane Filtration System, Section 46 61 33 $1,368,900.00

10. Guaranteed Price for Closed-Vessel Ultraviolet Treatment

Equipment, Section 46 66 23 $664,000.00

TOTAL BASE BID

DESCRIPTION TOTAL BASE BID PRICE

Total Base Bid (Sum Total of Items 1 thru 10), (in

figures) $______________________________

Total Base Bid (in words)

____________________________________________________________________________________

____________________________________________________________________________________

5.2 All specific cash allowances and guaranteed prices are included in the price(s) set forth above and

have been computed in accordance with paragraphs 11.02 and 11.05, respectively, of the General

Conditions. All specific cash allowances and guaranteed prices are described in Section 01 21 00 of the

Contract Documents.

5.3 Each Bidder shall submit unit prices for the Adjustment Price Items listed in Schedule C below,

which will apply in the event additions to or deductions from the applicable Work to be performed under

the Contract are ordered. All Adjustment Price Item prices are included in the price(s) set forth below

and have been computed in accordance with paragraph 11.04 of the General Conditions. These

adjustment price items will not be considered in the award of the Contract. Estimated quantities listed in

the Adjustment Price Items schedule are not guaranteed and final payment for all Adjustment Price Items

will be based on actual quantities provided, determined as provided in the Contract Documents. The

quantities listed may increase or decrease depending upon the actual change of scope items or change

orders required. Any unused portions of the following quantities shall be credited to the Owner on the

Contractor’s final request for payment.

Addendum No. 2 00 41 00 – 6 SSR-12.41.013.0

SCHEDULE C – ADJUSTMENT PRICE ITEMS AS ORDERED BY ENGINEER

ITEM

NO.

SPEC

SECTION DESCRIPTION

EST. QTY

AND

UNITS

(A)

UNIT

PRICE, $

(B)

ITEM TOTAL, $

(A X B)

1. 31 23 16

Earth excavation, disposal,

and replace with No. 57 or

67 stone

250 CY

2.

31 23 23

31 23 17

Rock excavation, disposal,

and replace with No. 57 or

67 stone

250 CY

3. 31 23 23 Granular backfill, in place 500 CY

4. 03 31 00

Class C concrete, no

reinforcing steel, in place 100 CY

TOTAL ADJUSTMENT PRICE ITEMS

5.4 It is understood and agreed by Bidder that Owner reserves the unrestricted privilege to reject any or

all of the foregoing adjustment prices which it may consider excessive or unreasonable, or to accept, by

including the same in the Contract as unit prices applicable in the event of additions to or deductions from

applicable Work to be performed under the Contract, any or all of such adjustment prices which it may

consider fair and reasonable. Rejection of one or more adjustment prices will not invalidate acceptance of

this Bid.

5.5 The Total Base Bid shall be the price submitted for furnishing of all labor, materials and equipment

for the construction work required for a complete operating installation as described in the Contract

Documents, including all items of equipment listed in the following Tabulation of Base Bid Equipment

Items. The Total Base Bid shall be deemed to be full compensation for all required labor, products, tools,

equipment, plant, transportation, testing, inspection, services, incidentals, administrative procedures,

applicable taxes, permit fees, overhead, profit, and other miscellaneous expenses. The Total Base Bid

submitted by the successful bidder combined with any additive or deductive bid amounts on alternates

accepted by the Owner shall become the Contract Price.

5.6 In connection with the Tabulation of Base Bid Equipment Items as it relates to the Total Base Bid, the

Bidder expressly agrees to the following provisions:

A. That Schedule A – Lump Sum Bid Items of the Total Base Bid includes the furnishing and installation of all equipment, materials and systems detailed in the Tabulation of Base Bid Equipment Items as well as all other equipment, materials and systems detailed in the Contract Documents.

SSR-12.41.013.0 00 41 00 – 7 Addendum No. 2

B. The items listed in “A Item” Column of the Tabulation of Base Bid Equipment Items are those allowable for determination of the Contractor’s Total Base Bid. These items are hereby defined as “A Items”. The Bidder shall provide a price for each “A Item” on the Tabulation of Base Bid Equipment Items. In the event more than one “A Item” is listed on the Tabulation of Base Bid Equipment Items, the Bidder shall provide a price for each “A Item” and circle the “A Item” which he proposes to use.

C. If Bidder circles more than one manufacturer for an item number, fails to circle a manufacturer for each item number, or fails to provide a price for each circled manufacturer, the Bidder may be declared non-responsive and his bid may not be accepted. The Owner reserves the right to select an “A Item” in the event the Bidder does not circle an “A Item”.

D. That items listed in “B Item” Column of the Tabulation of Base Bid Equipment Items are those pre-approved alternative equipment or system suppliers. These items are hereby defined as “B Items”. At the option of the Bidder, a “B Item” Equipment Supplier may be listed with the Alternative Price to furnish and install the supplier’s equipment listed in addition to pricing at least one “A Item”. The Bidder may also insert “B Item” Suppliers/Equipment in the available blanks for equipment they would like considered for use in the Work. The “B Item” equipment and cost will not be used in the determination of the Total Base Bid. Bidder shall make clear whether indicated price is an addition to or a deduction from the Bid price. The use of a “B Item” Supplier will be determined by the Engineer and Owner after Bids are received and evaluated by the Engineer and Owner.

E. That within sixty (60) days following the opening of Bids, the Owner, through the Engineer, shall determine if the “B Item” equipment listed by the Bidder are, in general, in compliance with the Contract Specifications. It is further understood and agreed that the Engineer may request equipment information from the Bidder to document that the equipment complies with the Contract Specifications and that the Bidder shall submit such information to the Engineer within ten (10) days from a written request.

F. That the Owner may select the “B Item” equipment and that the Bidder agrees to furnish and install such equipment for a price equal to the Total Base Bid adjusted by the Addition/Deduction Price of the equipment selected.

G. That the Total Base Bid and additive/deductive prices associated with “B Items” include the preparation and submission to the Engineer by the Bidder of detailed drawings showing structural, piping and electrical modifications (if any) of the Contract Drawings necessary to accommodate such equipment, all as defined and described in Section 01 31 13 of the Contract Documents in the paragraphs designated as “Coordination Drawings”.

H. That any necessary changes required to the Work, including piping, valves, concrete, electrical and instrumentation components, or any other components, necessary to accommodate a “B Item” shall be solely at the successful Bidder’s expense.

I. That any changes in the selected Suppliers resulting from non-compliance with the Contract Drawings and Specifications shall be made at no additional expense to the Owner.

Addendum No. 2 00 41 00 – 8 SSR-12.41.013.0

SCHEDULE D – TABULATION OF BASE BID EQUIPMENT ITEMS

ITEM

NO. DESCRIPTION

“A ITEM” “B ITEM”

MANUF.

BASE BID

PRICE

ALTERNATE

MANUF. DEDUCT

1. Section 01 79 00

– Facility Online

Training 360water, Inc. $_____________ $____________

2. Section 09 96 00

– Painting Carboline $_____________ $____________

Sherwin-

Williams $_____________

TNEMEC $_____________

3. Section 43 21 39

– Submersible

Pumps Sulzer/ABS $_____________

KSB $_____________

Flygt $_____________

Wilo-USA $_____________

4. Section 43 21 17

– Verticle

Turbine Pumps Flowserve $_____________ $____________

Xylem $_____________

5. Section 46 21 56

– Passive Raw

Water Intake

Screen Hendrick $_____________

Johnson $_____________

6. Section 46 41 26

– Floating

Mechanical

Mixer Medora $_____________ $____________

SSR-12.41.013.0 00 41 00 – 9 Addendum No. 2

SCHEDULE D – TABULATION OF BASE BID EQUIPMENT ITEMS

ITEM

NO. DESCRIPTION

“A ITEM” “B ITEM”

MANUF.

BASE BID

PRICE

ALTERNATE

MANUF. DEDUCT

7. Section 46 33 44

– Peristaltic

Metering Pumps Watson Marlow $_____________ Blue-White $____________

Verder $____________

8. Section 46 41 23

– Submersible

Mixers Enviropax $_____________ $____________

Invent

Environmental $_____________

SPX Lightnin $_____________

9. Section 46 43 73

– Tube Settlers

Brentwood

Industries $_____________ $____________

Enviropax $_____________

Meurer

Research, Inc. $_____________

10. Section 46 43 79

– Sludge

Collectors

Meurer

Research, Inc. $_____________

Jim Myers &

Sons, Inc. $____________

11. Section 46 61 21

– Granular

Activated Carbon

Pressure

Contactor Calgon $_____________ $____________

WesTech $_____________

5.7 Basis of Award:

A. Basis of award should be closely coordinated with IB-15, with the Owner and with any funding agencies involved with the project.

B. Award of the Contract will be made on the basis of the lowest, responsive, responsible Total Base Bid as described in the Instructions to Bidders.

Addendum No. 2 00 41 00 – 10 SSR-12.41.013.0

C. The lowest responsive, responsible Bid will be the Total Bid Amount of the Bidder meeting all the requirements of the Contract Documents.

D. The Total Base Bid shall include the cost of furnishing, installing and placing into operation all circled “A Items” listed in the Tabulation of Base Bid Equipment.

ARTICLE 6 - TIME OF COMPLETION

6.1 Bidder agrees that the Work will be substantially completed and completed and ready for final

payment in accordance with paragraph 14.07 of the General Conditions on or before the dates or within

the number of calendar days indicated in the Agreement.

6.2 Bidder accepts the provisions of the Agreement as to liquidated damages and Engineer’s charges for

delay in completion in the event of failure to complete the Work within the Contract Times as stated in

the Agreement.

ARTICLE 7 - ATTACHMENTS TO THIS BID

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

A. Required Bid security in the form of; (indicate which)

[ ] A certified or bank check in an amount of five percent (5%) of Bidder’s maximum Bid price;

[ ] A Bid bond issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions.

B. Bidder Qualification Questionnaire (Section 00 45 13).

C. Drug Free Workplace Affidavit.

D. Non-Collusion Affidavit of Prime Bidder.

E. Non-Collusion Affidavit of Subcontractors will be required within 24 hours of notice of recommendation of award and are not required at time of submission of bid.

F. Letter from General Contractor’s Surety stating that excess bonding capacity exists for Performance and Payment Bonds in the amount equal to one hundred percent (100%) of the contract, and that Surety is willing to provide those bonds for this project.

G. Bidder’s Breakdown of Lump Sum Bid Price will be required within 24 hours of bid opening and are not required at time of submission of bid.

ARTICLE 8 - DEFINED TERMS

8.1 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to

Bidders and the General Conditions.

SSR-12.41.013.0 00 41 00 – 11 Addendum No. 2

ARTICLE 9 - BID SUBMITTAL

9.1 This bid is:

Submitted on 20 _______.

State Contractor License No. . (If applicable)

If Bidder is:

An Individual

Name (typed or printed):

By: (SEAL) (Individual’s signature)

Doing business as:

Business address:

Phone No.: _______________________ FAX No.: _______________________

A Partnership

Partnership Name: (SEAL)

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


Business address:

Phone No.: _______________________ FAX No.: _______________________

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

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

By:


Title: (CORPORATE SEAL)

Addendum No. 2 00 41 00 – 12 SSR-12.41.013.0

Attest: (Signature of Corporate Secretary)

Business address:

Phone No.: _______________________ FAX No.: _______________________

Date of Qualification to do business is

A Joint Venture

Joint Venturer Name: (SEAL)

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


Title:

Business address:

Phone No.: _______________________ FAX No.: _______________________

Joint Venturer Name: (SEAL)

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


Title:

Business address:

Phone No.: _______________________ FAX No.: _______________________

Phone and FAX Number, and Address for receipt of official communications:

NOTE: 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.

SSR-12.41.013.0 00 41 00 – 13 Addendum No. 2

BIDDER AFFIDAVIT ON COMPLIANCE

WITH DRUG-FREE WORKPLACE

STATE OF

COUNTY OF

NOW COMES AFFIANT, who being duly sworn, deposes and says:

1. He/She is the principal officer for ______________________________________

__________________________________________________________________

[Insert name and address of bidding entity].

2. That the bidding entity has submitted a Bid to the (B-2)_____________ for the

construction of the project titled:

(A)______________________________

3. That Affiant certifies that the bidding entity has in effect, at the time of submission of its

Bid to perform the construction referred to above, a drug-free workplace program that complies with

T.C.A. § 50-9-101-113; and further, that the bidding entity’s drug and alcohol testing program is

operated pursuant to requirements at least as stringent as those of the program operated by the City of

Franklin as described in the construction specifications.

4. That the affidavit is made on personal knowledge.

Further Affiant says not.

_____________________________________ AFFIANT

_____________________________________ PRINTED NAME AND TITLE OF OFFICER

_____________________________________ SIGNATURE BY PRINCIPLE OFFICER

Sworn to and subscribed before me a Notary Public for the above state and county, on this _______ day

of ___________________________, 20 ____.

___________________________________ NOTARY PUBLIC

My commission expires: ______________

Addendum No. 2 00 41 00 – 14 SSR-12.41.013.0

SSR-12.41.013.0 00 41 00 – 15 Addendum No. 2

NONCOLLUSUION AFFIDAVIT OF PRIME BIDDER

State of _________________________)

) ss.

County of _______________________)

____________________________________, being first duly sworn, deposes and says that:

(1) He is __________________________________________ of __________________

______________________________________________, the Bidder who has submitted the

attached Bid;

(2) He is fully informed respecting the preparation and contents of the attached Bid and of all

the pertinent circumstances respecting such Bid;

(3) Such Bid is genuine and is not a collusive or sham Bid;

(4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives,

employees, or parties in interest , including this affiant, has in any way colluded, conspired,

connived, or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a

collusive or sham Bid in connection with the Contract for which the attached Bid has been

submitted or to refrain from bidding in connection with such Contract, or has in any manner,

directly or indirectly , sought by agreement or collusion or communication or conference

with any other Bidder, firm, or person, to fix the price or prices in the attached Bid or of any

other Bidder, or to fix any overhead, profit, or cost element of the Bid price or the Bid prices

of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful

agreement any advantage against the Owner or any person interested in the Contract; and

(5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any

collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any of

its agents, representatives, owners, employees, or parties in interest, including this affiant.

By: ____________________________________ Title: _______________________________

SUBSCRIBED AND SWORN TO before me this _______ day of __________________, 20______.

By: ________________________________________

My commission expires _________________, 20____

Addendum No. 2 00 41 00 – 16 SSR-12.41.013.0

SSR-12.41.013.0 00 41 00 – 17 Addendum No. 2

NONCOLLUSUION AFFIDAVIT OF SUBCONTRACTOR

State of _________________________)

) ss.

County of _______________________)

____________________________________, being first duly sworn, deposes and says that:

(1) He is (owner, partner, officer, representative, or agent)

of ___________________________________________, hereinafter Referred to as the “Subcontractor”;

(2) He is fully informed respecting the preparation and contents of the Subcontractor’s

Proposal submitted by the Subcontractor to

_____________________, the Contractor for certain work in connection with the

________________________ Contract pertaining to the

Project in .

(3) Such Subcontractor’s Proposal is genuine and is not a collusive or sham Proposal;

(4) Neither the Subcontractor nor any of its officers, partners, owners, agents, representatives,

employees, or parties in interest, agreed, directly or indirectly, with any other Bidder, firm, or person to

submit a collusive or sham Proposal in connection with such Contract, or has in any manner, directly or

indirectly, sought by unlawful agreement or connivance with any other Bidder, firm or person to fix the

price or prices in said Subcontractor’s Proposal, or to secure through any collusion, conspiracy,

connivance, or is unlawful agreement any advantage against the City or any person interested in the

proposed Contract; and

(5) The price or prices quoted in the Subcontractor’s Proposals are fair and proper and are not

tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or

any of its agents, representatives, owners, employees, or parties in interest, including this affiant.

By: ____________________________________ Title: _______________________________

SUBSCRIBED AND SWORN TO before me this _______ day of __________________, 20_____.

By: ________________________________________

My commission expires _________________, 20____

Addendum No. 2 00 41 00 – 18 SSR-12.41.013.0

SSR-12.41.013.0 00 41 00 – 19 Addendum No. 2

LETTER FROM SURETY

TO: (B-2)_____________

(E)_____________________

(E-1)____________________

RE: (A)______________________________

Gentlemen:

of (Contractor) (Address) is submitting a proposal

for the above captioned project. If is awarded the Contract (Contractor)

for this Work, will execute a Performance Bond and Labor (Surety)

and Material Payment Bond each in the amount equal to 100% of the said Contract.

Yours very truly,

(SURETY)

by

(Typed or Printed)

(Signature)

(Title)

(Date)

Surety’s Tennessee agent for Service of Process:

Addendum No. 2 00 41 00 – 20 SSR-12.41.013.0

SSR-12.41.013.0 00 41 00 – 21 Addendum No. 2

BIDDER’S BREAKDOWN OF LUMP SUM BID PRICE

The following breakdown of the total lump sum bid is required within 24-hours of the scheduled bid

opening time. Breakdowns shall be sent electronically in PDF format to the Engineer’s office. The price

breakdown shall be fairly apportioned between the various parts of the Work. The information will be

reviewed along with the bid proposals but will not serve as the Basis of Award.

BREAKDOWN OF LUMP SUM BID PRICE

ITEM

NO. DESCRIPTION OR SPECIFICATION DIVISION

ITEM

TOTAL

1. Lump Sum Allowance – Materials Testing, Landscaping,

Additional Spare Parts, Construction Contingencies

($__________________)

2. Division 00 – Procurement and Contracting Requirements

($__________________)

3. Division 01 – General Requirements

($__________________)

4. Division 02 – Existing Conditions

($__________________)

5. Division 03 – Concrete

($__________________)

6. Division 04 – Masonry

($__________________)

7. Division 05 – Metals

($__________________)

8. Division 06 – Wood, Plastics, and Composites

($__________________)

9. Division 07 – Thermal and Moisture Protection

($__________________)

10. Division 08 – Openings

($__________________)

11. Division 09 – Finishes

($__________________)

12. Division 10 – Specialties

($__________________)

Addendum No. 2 00 41 00 – 22 SSR-12.41.013.0

BREAKDOWN OF LUMP SUM BID PRICE

ITEM

NO. DESCRIPTION OR SPECIFICATION DIVISION

ITEM

TOTAL

13. Division 11 – Equipment

($__________________)

14. Division 21 – Fire Suppression

($__________________)

15. Division 22 – Plumbing

($__________________)

16. Division 23 – Heating, Ventilating, and Air Conditioning

(HVAC)

($__________________)

17. Division 26 – Electrical

($__________________)

18. Division 27 – Communications

($__________________)

19. Division 31 – Earthwork

($__________________)

20. Division 32 – Exterior Improvements

($__________________)

21. Division 33 – Utilities

($__________________)

22. Division 35 – Waterway and Marine Construction

($__________________)

23. Division 40 – Process Integration

($__________________)

24. Division 43 – Process Gas and Liquid Handling,

Purification, and Storage Equipment

($__________________)

25. Division 46 – Water and Wastewater Equipment

($__________________)

END OF SECTION

T:\Team41\2012\12410130\Misc\BIDSHEET-Treatment Plant.doc

BID DATE: August 4, 2015 (Revised Addendum No. 1) PROJECT:

FRANKLIN WATER MANAGEMENT DEPARTMENT

WATER TREATMENT PLANT MODIFICATIONS

TIME:

1:00 P.M. (Local Time)

Mandatory Pre-Bid Meeting: July 9, 2015

2:00 P.M. (Local Time)

Location: City Hall Boardroom

PLACE

Office of City Engineer, City Hall

109 Third Avenue S., Suite 142

Franklin, TN 37065

JOB #:

12-41-013.0 DEPOSIT AMOUNT:

$350.00 (non-

refundable)

* S = Supplier C = Contractor Sub = Subcontractor PR = Plan Room

SET

#

*S/C/

Sub/

PR

NAME & ADDRESS OF

CONTRACTOR/SUPPLIER

TELEPHONE #

FAX #

DATE

OF

REQ.

DATE

SENT

CK. #

AMOUNT

METHOD

SHIPPED

ADDENDUM

1

1

S

BAR Environmental

51 Century Boulevard, Suite 307

Nashville, TN 37214

ATTN: Josh Spradlin

[email protected]

(615) 373-0788

FAX: (615) 373-3551 6/23 6/23

Ck #11522

$350.00 Pick-up

X

Sent by Fed Ex 7/15/15

2

C

3D Enterprises Contracting Corp.

3257 Lochness Drive

Lexington, KY 40517

ATTN: Bonnie Holder

[email protected]

(859) 222-6618, X 231

FAX: (859) 273-7206 6/23 6/23

Ck #373888

$350.00 Fed Ex

X


3

C

Layne Heavy Civil, Inc.

933 Visco Drive

Nashville, TN 37210

ATTN: Wendy Scudder

[email protected]

(615) 255-3161, X 150

FAX: (615) 726-3807 6/24 6/24

Ck #3926967

$350.00 Pick-up

X


4

S

Calgon Carbon Corporation

3000 GSK Drive

Moon Township, PA 15108

ATTN: Nancy Sullivan

[email protected]

(412) 787-6810

FAX: (412) 787-6682 6/24 6/24

Ck #1041

$350.00 Fed Ex

X


5

C

Garney Construction

200 Crutchfield Avenue

Nashville, TN 37210

ATTN: Steve Ford

[email protected]

(615) 350-7975

FAX: (615) 350-6067 6/24 6/24

Ck #003643

$350.00 Pick-up

X


6

S

Southern Sales, Inc.

2937 Kraft Drive

Nashville, TN 37204

ATTN: Brent Fulghum

[email protected]

(800) 843-5523

FAX: (615) 254-0791 6/24 6/24

Ck #411012

$350.00 Pick-up

X


mailto:[email protected]








SET

#

*S/C/

Sub/

PR

NAME & ADDRESS OF

CONTRACTOR/SUPPLIER

TELEPHONE #

FAX #

DATE

OF

REQ.

DATE

SENT

CK. #

AMOUNT

METHOD

SHIPPED

ADDENDUM

1

7

S

Principle Environmental, Inc.

1770 The Exchange SE, Suite 210

Atlanta, GA 30339-2038

ATTN: John Harward

[email protected]

(770) 952-9444

FAX: (770) 952-7933 6/24 6/24

Ck #1120

$350.00 Pick-up

X


8

C

Judy Construction Company

103 S. Church Street

Cynthiana, KY 41031

ATTN: Seth Nutt

[email protected]

(859) 234-6900

FAX: (859) 234-3480 6/25 6/25

Ck #168231

$350.00 Fed Ex

X


9

C

PC Construction Company

193 Tilley Drive

South Burlington, VT 05403

ATTN: Erica Croker

[email protected]

(802) 651-1238

FAX: (802) 419-4857 6/25 6/25

Ck #1754

$350.00 Fed Ex

X


10

C

Smith Contractors, Inc.

1241 By-Pass North

Lawrenceburg, KY 40342

ATTN: Billy Holiday

[email protected]

(502) 839-4196

FAX: (502) 839-8348 6/26 6/26

Ck #3077

$350.00 Fed Ex

X


11

C

Adams Robinson

2735 Needmore Road

Dayton, OH 45414

ATTN: Melissa Lutz

[email protected]

(937) 274-5318

FAX: (937-274-0836 6/26 6/26

Ck #234440

$350.00 Fed Ex

X


12

C

J. Cumby Construction, Inc.

165 W. Broad St.

Cookeville, TN 38502

ATTN: Justin Cumby

[email protected]

(931) 526-5158

FAX: (931) 526-5171 6/26 6/26

Ck #10312

$350.00 Fed Ex

X


13

C

Building Crafts, Inc.

2 Rosewood Dr.

Wilder, KY 41076

ATTN: Brad Miller

[email protected]

(859) 781-9500

FAX: (859) 781-9505 6/29 6/29

Ck #121278

$350.00 Fed Ex

X











SET

#

*S/C/

Sub/

PR

NAME & ADDRESS OF

CONTRACTOR/SUPPLIER

TELEPHONE #

FAX #

DATE

OF

REQ.

DATE

SENT

CK. #

AMOUNT

METHOD

SHIPPED

ADDENDUM

1

14

C

Cumberland Valley Constructors, Inc.

2518 Plum St., POB 90347 (37209-4518)

Nashville, TN 37207

ATTN: Paul Barnes

[email protected]

(615) 730-6182

FAX: (615) 730-6183 6/29 6/29

Ck #206

$350.00 Pick-up

X


15

C

Codell Construction Company

4475 Rockwell Road

Winchester, KY 40392

ATTN: David Sumner

[email protected]

(859) 744-2222

FAX: (859) 744-2225 6/30 6/30

Ck #001475

$350.00 Fed Ex

X


16

C

Morgan Contracting, Inc.

916 Katherine Ave.

Knoxville, TN 37921

ATTN: Cindy Springs

[email protected]

(865) 249-8640 X 110

FAX: (865) 249-8651 7/01 7/01

Ck #43503

$350.00 Fed Ex

X


17

S

American Cast Iron Pipe Company

2916 North 16th

Street

Birmingham, AL 35207

ATTN: Candice Moody

[email protected]

(205) 325-7802

FAX: (205) 488-7602 7/02 7/02

Ck #0025092

$350.00 Fed Ex

X


18

C

Brasfield & Gorrie

3021 7th

Avenue South

Birmingham, AL 35233

ATTN: Andi Neighbors

[email protected]

(205) 328-4000

FAX: (205) 714-1978 7/06 7/06

Ck #1579344

$350.00 Pick-up

X


19

S

Clow Water Systems Company

2266 South 6th

Street

Main Office Building

Coshocton, OH 43812

ATTN: Estimating

[email protected]

(740) 622-6651

FAX: (740) 622-0805 7/14 7/14

Ck #362568

$350.00 Fed Ex

X


20

Sub

Lord & Company, Inc.

2100 Carolina Place Dr.

Fort Mill, SC 29708

ATTN: Morgan Marion

[email protected]

(803) 802-0060 X123

FAX: (803) 802-0070 7/17 7/17

Ck #011867

$350.00 Fed Ex

X









COF Project Number: 2015-0062

Project Name: Franklin Water Treatment Plant Modifications SSR Project Number: 12-41-013.0

#Date

ReceivedReceived From

Bidder Question Date

Response

Provided

Engineer Response

1 6/29/2015 Mike Klein/3D KY

Please refer to Plan Sheet CU2.1 and the profile of the 30” DIP Raw

Water line. None of the existing lines shown in the plan view that

cross this 30” RW line are shown in the profile. A quick review

indicates there may be a conflict with the existing 36” ‘S’ line. Please

refer to Plan Sheet CU1.1. It appears the invert of the 36” ‘S’ line in

the vicinity of where the two lines cross is approximately 603.50 and

the 30” RW invert is approximately 602.50. Please review and provide

additional information as it relates to this potential conflict.

7/13/2015

Proposed 30” raw water line will be realigned to avoid apparent

conflict with 36” sanitary sewer line. Modifications of the 30”

raw water alignment will be provided in Addendum No. 1.


A review of the project requirements and specifically the requirement

to convert the existing Filter Building and Clearwell to a Settled water

feedwell for the membrane feed pumps indicates a complete plant

shutdown will be required for several months. It will take a minimum of

4 to 5 months to complete the modifications and put the plant thru a

startup sequence to achieve reliable production of potable water that

can be discharged into the distribution system. Based on a quick

review of the Specifications and Plan sheets we have been unable to

locate a specific work sequence or find any privilege that would allow

taking any part of the facility, much less the entire plant out of service

for an extended period of time. Please confirm by addendum what the

constraints are for a complete plant shutdown.

7/13/2015

General construction sequence will be provided in Addendum

No. 1. Complete plant shut down will be necessary for the

completion of the work. These shutdowns shall be minimized,

coordinated with the Owner, and constrained to low demand

periods. Actual construction sequence and means and

methods utilized to complete the work are the responsibility of

the Contractor.


As a follow-on to the above question, please advise what the

responsibilities of the Owner and the Contractor will be to maintain the

existing plant equipment and processes that are idle during this

extended plant shut down. When systems are not being used they

have a tendency to have nuisance issues when being placed back in

service after sitting idle for an extended period of time. If there are

repairs or replacements to the existing systems required due to setting

idle, we would assume that the costs to get them back to reliable

operating condition would be covered in the cash allowance for

construction contingencies.

7/13/2015

Owner will be responsible for maintaining any existing systems

that are idled during the plant shutdown period. Most of the

existing systems are being replaced with new equipment

requiring startup by the Contractor. Contractor shall be

responsible for all costs associated with equipment/system and

plant startup as specified in Sections 01 88 23 and 01 88 26.

4 6/30/2015John Williams/Advanced

Paving

We are having problems determining where the light duty and heavy

duty asphalt are actually located. Drawing C2.2 shows location of

“new pavement” and C5.1 shows a requirement and description for

light and heavy duty asphalt paving. I also do not see the location for

the curbing that is described on C5.1.

7/14/2015

All asphalt paving shall be heavy-duty. Detail of light-duty

paving shall be deleted in Addendum No. 1. No curb and

gutter are required for this project and will be deleted in

Addendum No. 1.

5 7/7/2015

Owen S. Yocum\OSY

Judy Construction Co.

On Sheet Number CS2.2, the new entrance gate is depicted as a

double-swing gate, and the fence detail on Sheet Number C5.5

illustrates a double gate. Section 32 31 00, Item 2.03.H., provides

specifications for sliding gates. Please clarify what gate type is

intended.

7/14/2015

Entrance gate shall be double-swing gate. Specifications will

be modified in a subsequent addendum.

6 7/7/2015

Owen S. Yocum\OSY


A new electric operator for the entrance gate is not depicted in the

drawings, and no specifications for an operator are included. Please

confirm what is intended for the entrance gate operator.7/14/2015

Existing gate operator shall be relocated to new gate location.

7 7/7/2015

Owen S. Yocum\OSY


Please confirm the intended design applicable for new asphalt

pavement (Light-Duty or Heavy-Duty, per the details on Sheet

Number C5.1)7/14/2015

All asphalt paving shall be heavy-duty. Detail of light-duty

paving shall be deleted in Addendum No. 1.

8 7/7/2015

Owen S. Yocum\OSY


Sheet Number CD1.1 illustrates two areas of existing pavement that

are to be milled and resurfaced, per Note 2. Sheet Number CS2.2

illustrates these two areas to be new (full-depth) asphalt pavement.

Please clarify what is intended.

7/14/2015

Areas to be milled and resurfaced are clarified in Addendum

No. 1.

9 7/7/2015

Owen S. Yocum\OSY


What is intended by the double line shown along the south edge of the

new parking spaces southwest of the Treatment Building) on Sheet

Number CS2.2?7/14/2015

The area in question should have only a single line.

Contractors can disregard inadvertent line.

10 7/7/2015

Owen S. Yocum\OSY


Section 00 72 00, Item 6.02.B., indicates the Contractor shall be

responsible for any costs incurred by Owner's and Engineer's agents

and employees required to be present during work performed by the

Contractor after regular working hours. If this is correct, please identify

the details for the items and applicable costs for which the Contractor

will be responsible.

7/14/2015

The costs cannot be detailed as they will be dependent upon

the scope, nature, and extent of the work performed by the

Contractor after regular working hours. Contractor is

responsible for establishing means, methods, and construction

schedule required to complete work during normal work hours.

11 7/7/2015

Owen S. Yocum\OSY


Sheet Number SI.1B-07 illustrates joints in the concrete floor slab. Are

these intended to be control joints or construction joints? 7/14/2015

The slab on grade joints may be either a control or a

construction joint except where specifically noted on the

drawings.

12 7/7/2015

Owen S. Yocum\OSY


The "Sign" detail shown on Sheet Number A5,2 illustrates metal tube

columns and brick foundation features. What material is intended to

be used for the sign itself? Please provide a manufacturer or model

number for reference, if possible. Additionally, please provide

necessary details for the concrete foundation for the sign.

7/14/2015

The sign can be a Custom Exterior Post and Panel Information

and Wayfinding Sign as manufactured by

ASI Signage Innovations – asisignage.com 800-274-773, or

Approved Equal. Brick planter wall to sit on standard 12” deep

concrete spread footing with top at 16” min. below grade. Sign

installed per manufactures instructions.

13 7/7/2015

Owen S. Yocum\OSY


Please provide water level elevations for low pool, normal pool, and

high pool of Harpeth River at the Raw Water Intake screen location

shown on Sheet Number CU2.1. 7/14/2015

Pool elevations are provided in Addendum No. 1

BIDDER QUESTIONS LOG

T:\Team41\2012\12410130\Bidding\Bidder Questions Log-FWTP.xls


Page 1 of 8

#Date



Response

Provided

Engineer Response

14 7/7/2015

Owen S. Yocum\OSY


With regard to the project Bid Form, the equipment manufactures

shown for the base bid do not match the manufactures shown in the

following specification sections:

o Section 43 2117 (Vertical Turbine Pumps)

o Section 43 21 39 (Submersible Pumps)

o Section 46 73 73 (Tube Settlers)

Please clarify which equipment manufacturers are acceptable.

7/14/2015

Please see revised Section 00 41 00 in Addendum No. 1

15 7/7/2015

Owen S. Yocum\OSY


With regard to the project Bid Form, Pages 23 and 24 (Bidder's

Breakdown of Lump Sum Bid Price) are to be submitted at the time of

bid. Given the many last-minute changes and the volume of

information that has to be submitted elsewhere in the Bid Form,

please consider allowing Bidders 24 hours after the bid deadline for

submission of these two pages.

7/14/2015

Bidders Breakdown of Lump Sum Bid Price shall be submitted

electronically within 24-hours of the scheduled bid opening.


16 7/7/2015

Owen S. Yocum\OSY


Section 01 21 00, item 1.02.H.2.a., states the allowance amount is to

be one million dollars (in words), but $750,000.00 is shown. Similarly,

for Item 1.02.H.2.b., it states one hundred thousand dollars (m words),

but $50,000.00 is shown. Please clarify the intended allowance

amounts.

7/14/2015

1.02.H.2.a shall read "seven hundred fifty thousand dollars" in

words. 1.02.H.2.b shall read "fifty thousand dollars" in words.

Allowance schedule shall be revised in Addendum No. 1

17 7/7/2015

Owen S. Yocum\OSY


Sheet Number CU2.1 illustrates the proposed 30" Raw Water Line will

cross: an existing 12" Reclaimed Water line, a 36" Sanitary Sewer

line, and UGT lines. Please provide elevations for these existing utility

services at their points of crossing the new 30" raw

water line.

7/14/2015

Profile of the 30" raw water line as been modified to avoid

conflict with existing utilities. Revised profile shall be provided

in Addendum No. 1.

18 7/7/2015

Owen S. Yocum\OSY


Please provide copies of the guaranteed price proposals for the

equipment to be obtained from GE and Trojan. These documents are

not currently included in Appendix B of the project manual. 7/14/2015

Guaranteed Price Proposals for GE and Trojan shall be

provided in Addendum Nol. 1.

19 7/7/2015

Owen S. Yocum\OSY


Please provide a construction sequence that can be followed in order

to keep the existing plant in operation during construction of the new

facilities.

7/14/2015

General construction sequence will be provided in Addendum

No. 1. Complete plant shut down will be necessary for the

completion of the work. These shutdowns shall be minimized,

coordinated with the Owner, and constrained to low demand

periods. Actual construction sequence and means and

methods utilized to complete the work are the responsibility of

the Contractor.

20 7/7/2015

Owen S. Yocum\OSY


Will the 2"-thick grout topping on the precast planks at the hydrogen

peroxide storage area (as shown on Sheet Number Sl.1-09) be

required to include fiber reinforcing material (per the specification for

Mix "CF" in Section 03 31 00)?

7/14/2015

Drawing is revised in Addendum No. 1.

21 7/7/2015

Owen S. Yocum\OSY


Will a corrosion-inhibiting admixture be required per Section 03 31 00,

Item 2.03.D., paragraphs 4 and 5? If so, please provide the locations

where this admixture will be required. 7/14/2015

Corrosion inhibiting admixtures is not required. Specifications

will be modified accordingly in Addendum No. 1.

22 7/7/2015

Owen S. Yocum\OSY


Section 03 31 00, Item 2.03.D.6., indicates Xypex admixture shall be

provided in concrete for all below-grade structures and all water-

holding structures. Sheet Number Sl.0-07, Note 4, indicates Xypex

admixture is to be used in "all walls below grade." Please confirm the

intent for use of Xypex admixture for the project, (i.e., just the GAC

walls but not the GAC base slab or any of the RWI concrete.)

7/14/2015

Requirement for Xypex admixture in concrete at all below-

grade structures and all water-holding structures has been

removed in Addendum No.1.

23 7/7/2015

Owen S. Yocum\OSY


Section 03 11 00, Item 3.02, indicates a vapor barrier shall be

provided where shown on the drawings. Thus far, the only call-out for

vapor barrier found on the drawings pertains to the equipment pad

detail on Sheet Number S4.0-07. Please confirm any other locations

where a vapor barrier will be required.

7/14/2015

Vapor barrier is not required. Detail will be modified in

Addendum No. 1.

24 7/7/2015

Owen S. Yocum\OSY


Section 03 35 00, Item 3.04.B., indicates bituminous damp-proofing

shall be applied to all below-grade walls. Section 07 13 26, Item

3.4.A., states drainage panels are to be installed over waterproofed

surfaces. Please confirm both of these treatments are to be applied to

all below-grade walls.

7/14/2015

Section 03 35 00 bituminous damp-proofing to be used at all

below-grade walls; in addition, Section 07 13 26

drainage panels are to be installed over waterproofed surfaces

at all below grade walls at the Low Floor Plan,

Lower Room 105.

25 7/7/2015

Owen S. Yocum\OSY


On Sheet Number Dl.2-02, the proposed Raw Water Pump Station

Valve Vault is indicated to be a precast concrete structure. Given the

size of this structure and the "precastability", a cast-in-place valve

vault may be more economical. Please provide details for a cast-in-

place concrete structure (reinforcing steel details and concrete

dimensions).

7/14/2015

Please proceed with use of a precast vault as designed and

specified. Use of a cast-in-place structure can be revisited

after the bid opening for value engineering purposes.

26 7/9/2015

Brent Fulghum, Southern

Sales - Tencarva

Municipal

Section 26 29 23 does not appear to require that VFDs must be

provided by a single manufacturer. However, paragraph 2.02.B.1

requires all customer interfaces to be the same regardless of

horsepower. Several equipment specifications require VFDs to be

provided by the equipment manufacturer. Are VFDs supplied on the

project required to be by a single manufacturer, and if so, how is this

to be achieved given multiple acceptable VFD manufacturers and

multiple equipment suppliers responsible for providing VFDs?

7/14/2015

All variable frequency drives shall be provided by the

Contractor. Specification sections indicating an equipment

manufacturer provide VFDs shall be revised in Addendum

No.1. Equipment manufacturers shall be responsible for sizing

VFDs to be provided by Contractor.

27 7/9/2015


Sales - Tencarva

Municipal

Section 43 21 17, 2.02.A requires the pump manufacturer to provide

VFDs. Please confirm.

7/14/2015






28 7/9/2015


Sales - Tencarva

Municipal

Section 43 21 17, 2.05 requires a local control panel to be provided by

the Contractor. No control panel for the High Service Pumps was

found on the drawings. Please clarify.7/14/2015

No local control of the high service pumps is required.

Specification section will be revised in Addendum No. 1

29 7/9/2015


Sales - Tencarva

Municipal

Section 43 21 29, 2.04.H requires the pump manufacturer to provide

VFDs. Please confirm.

7/14/2015








Page 2 of 8

#Date



Response

Provided

Engineer Response

30 7/9/2015


Sales - Tencarva

Municipal

Section 43 21 29, 2.05.F requires the sludge pump control panel, 53-

CP-030, to be provided by the Contractor. Sheet I1.1-05, Note 5

indicates that 53-CP-030 is an OEM panel. Please clarify.7/14/2015

Sludge pump control panel shall be provided and installed by

the Contractor. Note on drawing shall be revised in Addendum

No. 1.

31 7/9/2015


Sales - Tencarva

Municipal

Section 46 41 23, 2.04 requires VFDs to be located within the MCC in

the electrical room. Where is this MCC located? 7/14/2015

Drives to be located in the control panel provided for the

submersible mixers. Specifications will be modified in

Addendum No. 1.

32 7/9/2015


Sales - Tencarva

Municipal

Section 22 13 29, 2.01.E requires guide rails and chains for the

pumps. Detail 6, Sheet P5.1 does not appear to account for guide

rails. Please confirm guide rails and chains are required.7/14/2015

Guide rails and chains shall be provided. Detail will be clarified

in a future addendum.

33 7/9/2015

Prebid, Question 1 How are visits to the Water Treatment Plant Site to be coordinated?

7/14/2015

Coordinate with Russell Sullivan, Plant Superintendent. Mr.

Sullivan's contact information is included in Section 00 21 13.

34 7/9/2015

Prebid, Question 2 Are there Buy American requirements on any portions of the

equipment or materials on the project? 7/14/2015

No "Buy American" requirements are included in this project.

35 7/9/2015

Prebid, Question 3 Has there been any additional Geotechnical exploration performed

other than what is included within the specifications? 7/14/2015

All geotechnical exploration has been included in Appendix A

of the Contract Specifications.

36 7/9/2015

Prebid, Question 4 Does Engineer prefer that all questions be submitted in writing?

7/14/2015

All questions should be submitted in writing to allow for official

responses to be provided.

37 7/9/2015

Prebid, Question 5 The drawings indicate a portion of the existing overhead power to be

relocated. Is the contractor or owner responsible for the coordination

of this relocation with the utility? Who is responsible for the cost of

the relocation work?

7/14/2015

Contractor shall be responsible for coordination of the utility

work. Cost shall be included in the Contractor's bid as a cash

allowance added to the project in Addendum No. 1.

38 7/9/2015

Prebid, Question 6 Who is the City point of contact for acquisition of local permits?

7/14/2015

Contractor shall visit the Building and Neighborhood Services

office in City Hall. No cost shall be required for local permits.

39 7/9/2015

Prebid, Question 7 Will clarification be provided on what is light duty and what is heavy

duty paving? 7/14/2015

Yes. In short, all pavement shall be heavy-duty. This shall be

clarified in Addendum No. 1.

40 7/9/2015

Prebid, Question 8 Can delivery of the Bidder's Breakdown of Lump Sum Bid Price which

is currently required to be provided with the bid be pushed back to

allow better pricing information to be provided within this document? 7/14/2015

Bidders Breakdown of Lump Sum Bid Price shall be submitted

electronically within 24-hours of the scheduled bid opening.


41 7/9/2015

Prebid, Question 9 Has there been any discussion of pushing the bid date back?

7/14/2015

Bid date has been revised to 1:00 PM local time on August 4,

2015. This change is reflected in Addendum No. 1.

42 7/9/2015

Prebid, Question 10 Has there been any discussion that the 580 day contract time is too

short? 7/14/2015

Contract times are currently being reviewed with Owner and

Engineer will issue clarification by a future Addendum if

necessary.

43 7/9/2015

Owen S. Yocum. Judy

Construction

Will it be permissible to install the 3” SST Air piping in the annulus of

the casing-carrier pipe crossing under the highway? Please provide

any applicable requirements and\or specifications if this arrangement

is acceptable. If this is not permissible, will the highway crossing for

the 3” Air piping be in an open-cut or a tunnel\bore? 7/14/2015

It is permissible as along as dissimilar metals do not come in

contact with one another resulting in galvanic corrosion. If

Contractor chooses this option, the Contractor is responsible

for any enlargement of the casing pipe that might be necessary

to accommodate the air pipe. No open cut of the roadway will

be permissible for any the work required under this project.

44 7/9/2015

Owen S. Yocum. Judy

Construction

What size and type of storm drain pipe is intended downstream of the

Bioretention Basin, under the new site roadway? 7/14/2015

Revised by sketch in Addendum No. 1.

45 7/9/2015

Owen S. Yocum. Judy

Construction

Section 32 15 00, Item 1.04.A., indicates Temporary Paving shall

consist of 6” of No. 67 Stone. On Sheet Number C5.1, the

“Temporary Gravel Drive Detail” indicates 3”-6” of ¾”x1” stone plus 3”

of #57 Stone plus 2” of Crusher run shall be used. Please clarify the

correct information for Temporary Paving.

7/14/2015

Section 32 15 00 shall be revised in Addendum No.1 to reflect

the design requirements shown in detail on the Contract

Drawings.

46 7/9/2015

Owen S. Yocum. Judy

Construction

Section 32 16 13, Item 3.04.A., indicates the concrete thickness shall

be 6” for sidewalks, curbs, and gutters. The “Sidewalk Joint Detail” on

Sheet Number C5.1 illustrates the thickness of sidewalk to be 5”, and

the “Standard Handicap Ramp” detail on Sheet Number C5.2

illustrates the concrete thickness to be 4”. Please clarify the correct

thickness of concrete for these features.

7/14/2015

All concrete sidewalks shall be 6". All details referencing other

thicknesses shall be revised in Addendum No. 1.

47 7/9/2015

Owen S. Yocum. Judy

Construction

Section 01 11 13, Item 1.11.M., indicates background checks are to

be conducted by the Contractor on all employees of the Contractor,

and by all subcontractors on all of their employees.. Please verify if

this requirement will be waived for this project.

7/14/2015

Background checks are required. Documentation of these

checks will only need to be provided when requested by

Owner.

48 7/9/2015

Owen S. Yocum. Judy

Construction

No mention of prevailing wage rate\fringe benefit requirements are

found in the bid documents. Please confirm prevailing wage

rates\fringe benefits are not required.7/14/2015

Contractor responsible for determining wage rate/fringe benefit

requirements.

49 7/9/2015

Owen S. Yocum. Judy

Construction

Sheet Numbers CU1.1 and CU1.2 indicate the 3” air line from the

Treatment Building to the intake screen is to be stainless steel pipe.

Will HDPE pipe be deemed acceptable for this application?7/14/2015

No. Air line shall be SST as indicated on the drawings.

50 7/9/2015

Owen S. Yocum. Judy

Construction

Sheet Number C5.12 contains details for various aspects of stream

crossings which are based on a full-width crossing of the waterway

with a new utility. As this project will be utilizing a cofferdam on one

side of the stream and not crossing full-width, please verify if these

details will be applicable for the intake screen installation work inside

the limits of the cofferdam.

7/14/2015

Details will be revised in Addendum No. 1.



Page 3 of 8

#Date



Response

Provided

Engineer Response

51 7/9/2015

Owen S. Yocum. Judy

Construction

Please identify the elevation of “competent rock” for the foundation of

the Raw Water Intake Pump Station. Boring B-6 was terminated at

elevation 596.4 +\-, but is not indicated to be terminated on refusal.

7/14/2015

Please note that per the Geotechnical Report, refusal was

encountered at 12 feet. Please note that a rock core was

taken to 32 feet. Please note the requirements of Section 02

32 13 as it relates to use of geotechnical information and

reliance for bid purposes. Additional geotechnical work

required by Contractor to establish a basis for their bid shall be

at Contractor’s sole expense.

52 7/10/2015

Owen S. Yocum. Judy

Construction

Will the project bid date be changed? (This was asked during the Pre-

Bid Meeting.) 7/14/2015

Bid date has been revised to 1:00 PM local time on August 4,

2015. This change is reflected in Addendum No. 1.

53 7/10/2015

Owen S. Yocum. Judy

Construction

Will the proposed construction time (580 calendar days to Final

Completion) be changed? (This was asked during the Pre-Bid

Meeting.)7/14/2015

Contract times are currently being reviewed with Owner and

Engineer will issue clarification by a future Addendum if

necessary.

54 7/10/2015

Owen S. Yocum. Judy

Construction

On Sheet Number A6.1, the proposed stairs in the GAC are illustrated

to be galvanized pan stairs (but not specifically called out as such).

Would aluminum stair treads\risers be an acceptable alternate to the

galvanized pan stairs?

7/14/2015

Yes - Aluminum stair treads\risers is an acceptable alternate.

55 7/10/2015

Owen S. Yocum. Judy

Construction

Section 05 53 00 indicates the trench covers in the Treatment Building

are to be ¾”-thick, mill finish steel checkered plate. The specification

also identifies a maximum weight of 80 pounds per panel (grating or

plate). As the ¾”-thick checkered plate weighs 31.68 pounds per

square foot, so a 3’-wide by 1’-long panel (for the 3’-wide trench) will

weigh 117 pounds +\-. Please verify what size panels will be

acceptable in light of these weights. Additionally, the specified

checkered plate is not readily available and difficult to obtain. Would a

smooth-finish, ¾”-thick steel plate with a slip resistant coating (Slip-

Not or Mebac) be an acceptable alternate to the specified checkered

plate?

7/14/2015

Maximum panel size shall be 15 sf or 500 pounds, whichever is

more restrictive. Smooth finish with slip resistant coating is

acceptable. Size and material finish will be clarified in

Addendum No. 1.

56 7/10/2015

Owen S. Yocum. Judy

Construction

Would component aluminum picket railing be an acceptable alternate

to the galvanized picket rail? 7/14/2015

Yes - Aluminum picket railing is an acceptable alternate.

57 7/10/2015

Owen S. Yocum. Judy

Construction

On Sheet Number D1.1-05, it appears new handrail is intended to be

installed around existing Settling Basins No. 2 and No. 3 (shown in

bold). The handrail shown around existing Settling Basin No. 1 is not

shown in bold. Sheet Number DD1.1-06 does not indicate the existing

handrail is to be removed on these basins. Is it intended for new

handrail to be installed around existing Settling Basins No. 2 and No.

3?

7/14/2015

No. The rendering of handrail around Basins 2 and 3 was not

properly screened. All handrail depicted around the settling

basins is existing.

58 7/10/2015

Owen S. Yocum. Judy

Construction

Section 00 41 00,(Bid Form), Page 5, indicates “Total Base Bid (Sum

Total of Items 1 thru 13), (in figures)”. Should this be “Items 1 thru

14”?7/14/2015


59 7/10/2015

Owen S. Yocum. Judy

Construction

Section 09 96 00 includes several manufacturers of wood stain

products, but wood stain is not listed in the Paint System Schedule

(Table A-1) or the Finish Schedule (Table A-2). Please confirm if the

wood barn doors are to be pre-finished or are intended to receive a

wood stain product.

7/14/2015

Wood barn doors to be site finished with stain or paint, as

selected by Architect following exterior finish/color selection

coordination with Owner. System and finish schedule for wood

doors will be provided in a future addendum.

60 7/10/2015

Brad Miller, Building

Crafts, Inc.

Please clarify which materials, equipment or work items are exempt

from Tennessee sales tax. The legal reference noted in 00 21 13,

paragraph 22.1, does not seem to be correct.

7/13/2015

Legal references refer to TCA-67-6-101 and what follows. In

totality, this Code describes Tennessee Law relating to sales

and use taxes. Contractor is responsible for determining which

equipment, if any, is exempt from State sales and use taxes

and applying for all authorizations required to receive any and

all tax exemptions.

61 7/10/2015


Crafts, Inc.

Can the contractor utilize the framing shown on S1.4-07 to support

process piping?

7/13/2015

24"-MBP, 16"-MBP,10"-MBP, and 10"-BRJ lines located above

elevation 658.00' have been accounted for in the design of the

steel roof members shown on Sheet S1.4-07.

62 7/10/2015


Crafts, Inc.

Please clarify what must be submitted to satisfy the requirements for

submitting a “Mass Concrete Study” as specified in Note 1 on drawing

S1.1-02. What structures does this cover? If we comply with the joint

requirements given in note 2, is the study still required?

7/13/2015

A mass concrete study is required for slabs and walls thicker

than 3’-0”. The report will be prepared and sealed by an

engineer licensed in the project state and will address any

measures that are to be taken to cope with the generation of

heat from hydration of the cement, the assumed temperatures

during concrete pours, and attendant volume change to

minimize cracking. The report shall adhere to ACI guidelines

and is required regardless of joint requirements shown.

63 7/10/2015


Crafts, Inc.

Can excavations that extend into rock (ie. Treatment Building

Basement and Pump Station) be excavated near vertical as long as

we comply with OSHA regulations? The structural drawings show #57

stone backfill extending away from the top slab of these structures at a

45 degree angle.

7/13/2015

See Section 31 50 00, Article 3.01 and 3.02 for sheeting and

bracing requirements. Drawings to be revised in Addendum

No. 1.

64 7/10/2015

Aaron McConnell, Hayes

Drilling Inc.

Can you verify that there are 117 anchors in the lower level foundation

plan (S1.0-07)?

7/13/2015

Per note on Sheet S1.0-07, rock anchors are to be spaced at

6’-6” o.c. (max) for the entirety of the lower level foundation.

Rock anchors shall not be located more than 3’-3” away from

any corner of foundation or edge of foundation. Quantity

takeoff shall be the responsibility of the contractor in order to

adhere to these requirements.

65 7/10/2015

Aaron McConnell, Hayes

Drilling Inc.

Will an alternate to the Fosroc 10-35 Tekroc P grout be allowed? I

would like to substitute the Williams Form Wil-X grout.7/13/2015

Williams Wil-X cement grout is an acceptable manufacturer.

Specifications will be revised in Addendum No. 1.

66 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

The index to the Specifications indicates that Appendix B includes

guaranteed price proposals for the Membrane Filtration System and

the Ultraviolet Advanced Oxidation System. Neither of these are

included in our Specifications. Please provide these essential

documents.

7/14/2015

Guaranteed Price Proposals for GE and Trojan shall be

provided in Addendum Nol. 1. 7/21/2015: Provided in

Addendum No. 1.



Page 4 of 8

#Date



Response

Provided

Engineer Response

67 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Specification Section 43 21 39 states Sulzer/ABS, KSB, Flygt-USA or

Wilo-USA. The bid form has lines for ABS, Flygt and KSB. Please

clarify.7/14/2015


7/21/2015: Clarified in Addendum No. 1.

68 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Specification Section 43 21 17 states Flowserve or Xylem. The bid

form has lines for Fairbanks Morse, Floway and Goulds. Please

clarify.7/14/2015



69 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Specification Section 46 33 44 states Watson-Marlow and no or

equals. The bid form has lines for alternate manufacturers Blue-White

or Verder. Please clarify. 7/14/2015

Specification shall be modified as necessary in a future

addendum. Note that Article 2.01.A.2 allows approved equals

for the peristaltic pumps. Additionally, Watson-Marlow shall be

used in calculating Contractor’s base bid.

70 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Specification Section 46 43 73 lists Enviropax as approved. The bid

form does not include Enviropax. Please clarify.7/14/2015



71 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Plan sheet G0.10, in Note 4, there is a statement “…per Specification

15260”. There is no such section. Please clarify.7/14/2015

Note should read Section 40 41 13. Will be revised in

Addendum No. 1. 7/21/2015: Clarified in Addendum No. 1.

72 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Plan sheet G0.10, under Test Type, there is a statement “A through G

– see Specification 02735”. There is no such section. Please clarify.7/14/2015

Note should read Section 33 13 00. Will be revised in

Addendum No. 1. 7/21/2015: Clarified in Addendum No. 1.

73 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Valve schedule on plan sheet G0.9 shows 10-PV-03 as a flanged

valve. Plan view on sheet CU1.1 shows this as a buried valve. Should

this valve properly be MJ rather flange ends? Please clarify. 7/21/2015

Valve shall have MJ connectors. Valve schedule shall be

revised in Addendum No. 2.

74 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Valve boxes described in Section 33 12 00, paragraph 2.28 do not

match the detail shown on plan sheet C5.4. Which is correct?

7/21/2015

Valve boxes shall consist of precast concrete risers with cast

iron frames and covers. Manufacturers: Hula Concrete

Products, Hickman, TN or approved equal (box) and John

Bouchard No. 8006 or Vulcan No. V-8455. Specification

section shall be revised in Addendum No. 2.

75 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Section 33 12 00, paragraph 2.37, C. is an incomplete sentence.

Please clarify.7/21/2015

Delete incomplete sentence in its entirety. This will be clarified

in Addendum No. 2.

76 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheets CU1.1 and CU1.2. Can the 3” SS air line to the

screen be run at a minimum cover between the plant and the river

bank? If not, please specify elevations.7/21/2015

See Sheet C5.2. Minimum cover shall be 36” for all utility lines

unless otherwise identified on the drawings.

77 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

The air line to the screen is labeled “AIR” on plan sheets CU1.1 and

CU1.2. Section H on plan sheet D3.7-07 labels this line as “AMP”.

There is no “AMP” on the pipe schedule on plan sheet G0.10. Please

clarify.

7/21/2015

Line on sheet D3.7-07 should be labeled AHP. This will be


78 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Can bidders assume a 12” road bore under Lewisburg Pike for the 3”

AIR line? Or do you want it stuffed into the tunnel under Lewisburg

Pike?

7/21/2015

It is permissible to construct the 3” air line inside the casing

pipe as along as dissimilar metals do not come in contact with

one another resulting in galvanic corrosion. If Contractor

chooses this option, the Contractor is responsible for any

enlargement of the casing pipe that might be necessary to

accommodate the air pipe. No open cut of the roadway will be

permissible for any the work required under this project.

79 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet CU1.2, 6 foot diameter located near the north

corner of the proposed membrane building. This manhole has one 8”

and one 16” line coming in. The outlet line has a 45 degree bend

labeled as 12”. Is this correct? Please verify line size from the new

manhole to the connection at the existing manhole.

7/21/2015

Clarified in Addendum No. 1.

80 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Please explain Note 7 on plan sheet S1.0-05. Is contractor required to

design and furnish the two stairs? Why doesn’t SSR have these

designed? What is the scale of the plan view? 7/21/2015

Note 7 directs the Contractor to provide stair calcs and shop

drawings sealed and signed by an engineer licensed in the

project state. Plan view to be re-issued with scale in

Addendum No. 2.

81 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet D1.1-05. The only bold line indication for new

handrail is at Basin 2. Can you please verify how much new handrail is

required on plan sheet D1.1-05?7/21/2015

No. The rendering of handrail around Basins 2 and 3 was not

properly screened. All handrail depicted around the settling

basins is existing.

82 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference Section 46 43 73, paragraph 3.03. Do you really need three

days manufacturer’s service for tube settlers? Start up and training?7/21/2015

Manufacturer’s services for tube settlers shall be revised to a

total of 2 days in Addendum No. 2.

83 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

The Specification Index lists the Peristaltic Pumps as Section 46 33

44. In the Specifications, the Peristaltic Pumps are actually in Section

46 43 44. Please clarify.7/21/2015

Table of Content should read 46 43 44. Table of Contents to

be revised to match specification section.

84 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Section 46 43 44 Peristaltic Pumps shows six pumps for the project.

All six are designated 57-MP-xxx. Where on the drawings are these

pumps shown? Sheet IS1.0 shows three pumps in the Chemical Feed

Building, two in the Chlorine Building and one in the Filter Control

Building. I do not see any details for these locations in the process

drawings. They do not appear in the electrical drawings anywhere.

Please clarify.

7/21/2015

Section 46 43 44 requires seven (7) pumps identified as

follows: 57-MP-210, 57-MP-110-1, 57-MP-110-2, 57-MP-310-

1, 57-MP-310-2, 57-MP-410, N/A (i.e. shelf spare). Pumps are

shown on IS1.0 and five (5) are noted on Sheet ES1.0.

Peristaltic pumps replace existing chemical feed pumps and

will connect to existing circuits as noted on electrical drawing

ES1.0, Note 13.

85 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet I6.1-02. Schematic shows 24” DIP from intake

screen that is 30” on other drawings. Also, the air burst line to the

screen is shown here as 4” while shown as 3” on other drawing. The

plug and check valves on the discharge lines for pumps 10-P-110-A

and –B are shown as 8” instead of 18” as shown elsewhere. Please

clarify.

7/21/2015

Intake line is 30”. Air line is 3”. Plug and check valves for

pumps 10-P-110-A and –B shall be 18”. Schematic shall be




Page 5 of 8

#Date



Response

Provided

Engineer Response

86 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Plan sheet G0.10 indicates that MBP pipe greater than or equal to 8”

is to be flanged 304L SST or ductile iron pipe. Sheets D1.1-07, D3.4-

07, D3.5-07, D3.7-07, D3.8-07 and D4.3-07 do not show flanged joints

for the 8”, 12” and 20” MBP pipe that runs perpendicular to the

membrane modules. Please clarify what kind of pipe and joints are

required here.

7/21/2015

Piping shall be welded Schedule 10S SST pipe. Pipe schedule

shall be revised in future addendum.

87 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet D3.5-07, near the center of the page. A butterfly

valve to the right of the two 20” MBP lines that drop down to the UV

units is labeled as a 24” valve, even though it is on a 20” line. Please

clarify. Also, what is the piece between the two 20” tees down to the

UV units? It is not labeled and this symbol does not appear on the

legend.

7/21/2015

Valve shall be relabeled as 20” valve in Addendum No. 2.

Piece referenced is ductile iron spool piece.

88 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference the Sodium Hypochlorite/Fluoride Inject Vault No. 2 on plan

sheet CU1.2. Is this intended to be shown in the Chlorine/Fluoride

Injection Vault Detail on sheet DX5.5? If so, why does the detail show

the main line as being 36” Filtered Water? Shouldn’t it be 16”

Permeate Water? Please clarify.

7/21/2015

Pipe size was mislabeled. Note shall be revised.

89 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference the Sodium Permanganate Inject Vault No. 1 on plan sheet

CU1.3. The detail on sheet DX5.5 shows the main line as being 36”

Filtered Water? Since this line is existing, can you provide a depth of

cover so the vault can be sized for depth? Please clarify line size and

depth.

7/21/2015

Line size is 16”. Depth at vault location is unknown.

Centerline of existing 16” line near the existing pretreatment

tank is roughly 646.50’.

90 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

What size are the hatches for the two injection vaults on plan sheet

DX5.5?7/21/2015

Reference manufacturer and model number shown on sheet.

Dimensions as provided by manufacturer for specified model

number.

91 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Are the two injection vaults required to have Xypex additive?

7/21/2015

No. Xypex admixture is not required.

92 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

What is the depth of the existing 21” sewer line that the new 4” Filter

Building sewer ties into as shown on plan sheet CU1.2?7/21/2015

Reference existing site survey shown on sheet CS1.1 for

depth of existing 21” sewer.

93 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference Section 46 99 13, paragraph 3.01, A., 8. Schedule. Plan

sheet DX5.5 shows two injector quills at the Sodium Hypochlorite

Vault while the schedule only shows one. Also the detail is labeled

“Chlorine/Fluoride” and not Sodium Hypochlorite. Please clarify.

7/21/2015

Second injection quill is for hydrofluosilicic acid. This injection

assembly shall be added to schedule in Addendum No. 2. All

references to chlorine shall be revised to sodium hypochlorite

in Addendum No. 2.

94 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference Section 40 90 00, paragraph 2.12., C. Where is the 18”

Raw Water Flow Meter 10-FIT-002 physically located?7/21/2015

Flow meter shall be installed in existing “Raw Water Meter Pit”.

See sheet CS1.1 for location of existing pit.

95 7/10/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet D3.9-07. There is a callout for 4” Backwash

Flow Meter 22-PSH-601. This meter does not appear in Section 40 90

00. Please clarify.7/21/2015

Flow meter is mislabeled. This should be meter 22-FIT-601

scheduled to be provided by GE as part of the membrane

filtration package.

95 7/14/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet CG1.1. There are two headwalls with pipe in

between them at the front of the plant across the new access road

that bears to the left. What size is the pipe and what are the invert

elevations?

7/24/2015

Clarified in Addendum No. 1.

95 7/14/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet CS2.1. Please identify whether the access drive

to the new raw water pump station is light duty or heavy duty

pavement (see details on sheet C5.1).7/24/2015

All pavement on the project has been changed to heavy duty in

Addendum No. 1.

95 7/14/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet CS2.2. Please identify what pavement is light

duty or heavy duty pavement (see details on sheet C5.1). 7/24/2015

All pavement on the project has been changed to heavy duty in

Addendum No. 1.

95 7/14/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference plan sheet CS2.2. Are the two solid lines between

N573,397.41|E1,715,585.15 and N573,432.06|E1,715,614.23

intended to indicate a concrete curb (see detail on sheet 5.1)? Is curb

and gutter required anywhere else?

7/24/2015

The area in question should have only a single line.

Contractors can disregard inadvertent line.

95 7/14/2015

Paul Barnes,

Cumberland Valley

Constructors, Inc.

Reference Modified Standard General Conditions, Section 6.14 on

page 00 72 00-48. Is the Safety Representative intended to be one

person dedicated solely to safety with no other duties? Or, can

another contractor representative have duties that include being the

Safety Representative? Please clarify.

7/24/2015

Representative can have other duties onsite but shall be

qualified and experienced in safety and accident prevention.

96 7/15/2015

Donelson Roofing Can attached Hunter nail base be approved for under the metal roof?

Spec sheet is attached.

97 7/15/2015

Donelson RoofingThere are several different wall panels shown on the drawing but only

one is specified. Can you clarify that the different wall panels are?

98 7/15/2015

Donelson Roofing Can you clarify that the wall panels will have a KYNAR finish and not

be anodized as specified? Same with items in the sheet metal

specification.

99 7/17/2015

Owen S. Yocum\OSY


Sheet Number CU2.1, issued in Addendum No. 1, seems to indicate

the 54" casing pipe is to extend from the outside face of the RWI

Pump Station wass to the 90 degree bend of the 30" DIP carrier pipe

(the full horizontal length of the carrier pipe). Please confirm a

tunnel\bore installation of the 54" casing pipe for the full length is what

is required.

7/21/2015

54” casing pipe shall be of length necessary to complete the

work.



Page 6 of 8

#Date



Response

Provided

Engineer Response

100 7/17/2015

Owen S. Yocum\OSY


With regard to Section 00 41 00 - 17 (Noncollusion Affidavit of

Subcontractor), given the last-minute activity that occurs immediately

before the bid deadline, it will be impossible to submit this form for all

subcontractors. Please consider allowing this item to be submitted

within 24 hours after the bid deadline, as is the case for other pages of

the Bid Form.

7/21/2015

This information can be provided within 24-hours of the notice

of recommendation of award. Bid Form will be revised to

reflect this in Addendum No. 2.

101 7/17/2015

Owen S. Yocum\OSY


With regard to Section 00 41 00 - 21 (Statement of License

Certificate), as stated above, it will be impossible to submit this form

for all subcontractors. Please consider allowing this item to be

submitted within 24 hours after the bid deadline for subcontractors.

This item will be prepared for the Contractor and submitted with the

rest of the required bid documents at bid time.

7/21/2015

Requirement to submit this statement has been removed from

the project. Bid Form will be revised to reflect this in

Addendum No. 2.

102 7/17/2015

Scott Terry/Stansell

Electric Ductbank B-B has 8 conduits, 2 of which are labeled spares, 5 of

them will each contain a set of 4#500KCM, but there is still an

eighth conduit unaccounted for. What goes in that conduit?

7/17/2015

It is a Spare Conduit

103 7/17/2015


Electric Can you explain the “Conduit W.O. Neutral” column heading? 7/17/2015

It Means Without Neutral.

104 7/17/2015


ElectricThe single-line power distribution diagram on the same page

(E6.1) indicates a “65” tag number on the center 60A VFD

branches, but the tag number is not in the schedule. Which type

of wire will feed those VFDs?

7/17/2015

The tag number should read 60 in lieu of 65.

105 7/17/2015


Electric Similarly, there is an unidentified tag number “130” that feeds the

UV System Control Panel. Which type of wire will feed those?7/17/2015

The tag number should read 125 in lieu of 130.

106 7/14/2015

Owen S. Yocum\OSY

Judy Construction Co. Please confirm there is no requirement for painting\coating any

existing surfaces in any existing structures as part of this project.7/24/2015

Contractor is responsible for determing the quantity and type of

all painting and coatings required by the Contract Documents.

107 7/14/2015

Owen S. Yocum\OSY

Judy Construction Co.It is customary for the GE Membrane Equipment to be

commissioned and performance-tested for an extended period of

time (usually 60-75 days). Will the Owner be responsible for

providing utility services (electric, water, etc.) and chemical

products required for the start-up period and performance testing

period?

7/24/2015

No. Reference Section 01 88 23 and 01 88 26 for

requirements of consumables during system startups and plant

startup. In general, contractor responsible during equipment

startup. Once the plant is to be started up, Owner responsible

for utilities and disposal of waste. Contractor still provides

consumables, chemicals, parts, etc.

108 7/14/2015

Owen S. Yocum\OSY

Judy Construction Co. The GE Membranes will arrive at the site having been shipped in

a glycerin solution. Can this solution be disposed of at the water

treatment plant site (discharged into the sanitary sewer system)?

109 7/21/2015

Owen S. Yocum\OSY

Judy Construction Co.Drawings indicate the Flouride piping and the Sodium

Hypochloride piping are to be installed in a single 2" casing pipe

to the injection vault. The specifications indicate all buried

chemical lines are to be installed in double contained pipe. If this

requirement is accurate, it will require 2 separate runs of 3"

double contained pipie for these two chemical lines. Please

clarify what is intended.

7/24/2015

All buried chemical lines are to be installed using a double

containment pipe system unless othewise indicated on the

Contract Drawings. Specification will be modified to reflect this

in Addendum No. 2.

110 7/21/2015

Owen S. Yocum\OSY

Judy Construction Co.Please specify the type of tubing required for the Flouride piping. 7/24/2015

HDPE tubing shall be utilized for hydrofluosilicic acid solution.

Pipe schedule shall be updated to reflect this change.

111 7/21/2015

Corey Higgins/Stansell

Electric

Sheet EP1.2-02: There is a keyed note “1” near the D6 intersection

guidelines without explanation. Please clarify. 7/21/2015

Omit the keyed note

112 7/21/2015

Corey Higgins/Stansell

Electric

Sheet EP1.2-02: Near F3, there is a box referring to “EP1.0-07 for 62-

CP-01 Control Panel”, but I do not have this sheet. Will this page be

provided?7/21/2015

Sheet referred to shall be EP1.2-01 in lieu of EP1.0-07

113 7/23/2015

Owen S. Yocum\OSY


Section 26 02 00 (“Common Work Results for Electrical”) indicates

submittal documents for fire alarm point-to-point drawings (with

product data) are required. No specification section for the fire alarm

is included in the bid documents. If submittals are required for the fire

alarm, please provide the applicable specifications.

114 7/23/2015

Owen S. Yocum\OSY


Are electrical disconnects required for the raw water intake pumps? If

yes, please provide the applicable details.

115 7/23/2015

Owen S. Yocum\OSY


Are electrical disconnects required for the 480-volt, electrically-

actuated valves? If yes, please provide the applicable details.

116 7/23/2015

Owen S. Yocum\OSY


Reference Sheet No. ES1.0: Do the controls (Note 15) run through

the 48”x48”x60” pull box, along with the underground electric duct

bank, servicing the Raw Water Intake (Note 2)? If no, will a separate

pull box be required?

117 7/23/2015

Owen S. Yocum\OSY


Sheet No. E0.1 illustrates Water Heater WH-1-1. What is the source

of power for this water heater? As it is 480-volt service, will an

electrical disconnect be required?

118 7/23/2015

Owen S. Yocum\OSY


Sheet No. E0.1 illustrates a 2.5” conduit on the feeder schedule for

the High Service Pumps (55-P-110-A,B,C). On Sheet No. E5.1, duct

bank feed D-D shows this to be 4” conduit. Please clarify what is

intended.



Page 7 of 8

#Date



Response

Provided

Engineer Response

119 7/23/2015

Owen S. Yocum\OSY


On GE Drawing 501362-AP-06, Note 3 calls for a capped connection

off of the permeate line for temporary recirculation during startup

operations. Typically, this line would run from the permeate effluent

back to the settled water influent. Please provide the applicable

details for the installation of the temporary line, including isolation

valves.

120 7/23/2015

Owen S. Yocum\OSY


On GE Drawing 501362-AP-06, Note 2 calls for startup water to be

added to the backwash tank through the manway. Will the water

have to be domestic water (in order to limit the potential for bacterial

growth in the tank)? If yes, please provide applicable details for the

installation and routing of the domestic water line.

121 7/23/2015

Owen S. Yocum\OSY


Addendum No. 1 indicates the Raw Water Pump Station is to be made

operational during the first one-third of the project schedule. How is

power for the Raw Water Intake pumps and all related equipment

(including the blower for the airline to the new screen) to be provided?

Please provide applicable power diagrams and details.



Page 8 of 8

NRS12.195

Pursuant to the Tennessee Water Quality Control Act of 1977 (T.C.A. § 69-3-101 et seq.) and

supporting regulations, a permit is required to alter the properties of waters of the state. Also,

pursuant to §401 of the Clean Water Act (33 U.S.C. 1341), an applicant for a Federal license or

permit which may result in a discharge into the waters of the U.S., shall provide the federal

licensing or permitting agency a certification from the State in which the discharge will

originate. This permit does not preclude requirements of other federal, state or local laws.

Accordingly, the Division of Water Resources requires reasonable assurance that the activity will

not violate provisions of the Tennessee Water Quality Control Act of 1977 (T.C.A. §69-3-101 et

seq.) or provisions of §§301, 302, 303, 306 or 307 of the Clean Water Act.

Subject to conformance with accepted plans, specifications, and other information submitted in

support of the application, the state of Tennessee hereby authorizes pursuant to 33 U.S.C. 1341

certifies and T.C.A. §69-3-101 et seq., the activity described below:

PERMITTEE City of Franklin

Water Management Department

405 Hillsboro Road

Franklin, Tennessee 37064

AUTHORIZED WORK: This permit authorizes withdrawal of water at a maximum

pumping rate of 7,800 gpm (11.2 mgd) from the Harpeth River for use as municipal water supply

by the City of Franklin. The withdrawal is used to fill an off-river open earthen reservoir with a

114 million gallon design capacity from which the water is pumped to the treatment plant when

needed. This permit authorizes a withdrawal of 20 percent of the instantaneous flow of the river.

Withdrawal is not authorized if it reduces or occurs at instream flows below10.0 cubic feet per

second, or when dissolved oxygen concentrations are at or below 5.0 parts per million.

This permit also authorizes construction of new intake facilities in the Harpeth River.

LOCATION: Harpeth River in Franklin, Williamson County

EFFECTIVE DATE: July 2, 2015

EXPIRATION DATE: July 1, 2020

___________________________________

Tisha Calabrese Benton

Director, Division of Water Resources

City of Franklin

NRS12.195

Page 2 of 13

Table of Contents

PART I 4

CONDITIONS ............................................................................................................................4

Special Conditions: ..............................................................................................................4

Interim Compliance .............................................................................................................4

Long Term Compliance .......................................................................................................5

Intake Construction ..............................................................................................................6

General Conditions ..............................................................................................................7

PART II 7

MONITORING REQUIREMENTS AND PROCEDURES ......................................................7

Flow Monitoring ..................................................................................................................7

Withdrawal Monitoring .......................................................................................................8

Dissolved Oxygen Monitoring .............................................................................................8

Biological Monitoring ..........................................................................................................8

Submission of Monitoring Results ......................................................................................9

Records Retention ................................................................................................................9

Falsifying Results and/or Reports ........................................................................................9

PART III 10

Duty to Reapply .................................................................................................................10

Property Rights ..................................................................................................................10

Other Information ..............................................................................................................10

CHANGES AFFECTING THE PERMIT ................................................................................10

Transfer/Change of Ownership ..........................................................................................10

Change of Mailing Address ...............................................................................................11

NONCOMPLIANCE ................................................................................................................11

Effect of Noncompliance ...................................................................................................11

Reporting of Noncompliance .............................................................................................11

Adverse Impact ..................................................................................................................12

LIABILITIES ............................................................................................................................12

City of Franklin

NRS12.195

Page 3 of 13

Civil and Criminal Liability ...............................................................................................12

Liability under State Law...................................................................................................12

REOPENER: .............................................................................................................................12

APPEAL: ..................................................................................................................................13

City of Franklin

NRS12.195

Page 4 of 13

PART I

Conditions

Special Conditions:

1. River flow in the Harpeth River shall not be reduced below 10.0 cubic feet per second (cfs)

as a result of the withdrawal, nor shall withdrawal proceed when the flow in the river is

below 10.0 cfs.

2. The rate at which water is withdrawn from the river shall not exceed 20 percent of the river’s

instantaneous, pre-withdrawal flow.

3. Withdrawal from the Harpeth River shall not occur when the dissolved oxygen in the river at

the approved monitoring location is at or below 5.0 parts per million.

4. River flow shall be measured to represent instantaneous river flow as background, pre-

withdrawal flow at the location of withdrawal. River flow shall be recorded and reported

monthly to the department (see Part II, Monitoring Requirements and Procedures).

5. Withdrawal rate shall be measured, recorded, and reported monthly to the department (see

Part II, Monitoring Requirements and Procedures).

6. Biological health of the source river shall be monitored annually during the duration of this

permit (see Part II, Monitoring Requirements and Procedures).

7. To ensure uninterrupted drinking water service to the City of Franklin’s customers during

unique circumstances associated with emergency conditions, the city may submit for review,

alternative withdrawal conditions and associated conservation measures to protect public

health and welfare under emergency conditions. In order to withdraw under alternative

conditions, the City must obtain written authorization from the department.

Interim Compliance

Until the long-term compliance monitoring systems for river flow measurement, dissolved

oxygen measurement, and the measurement, control and recording of the withdrawal rate are in

place, the following special conditions apply:

1. The permittee shall use the existing United States Geological Survey (USGS) gage at

Highway 96 (03432350 HARPETH RIVER AT FRANKLIN, TN) for permit compliance

purposes.

2. For the purposes of evaluating gage accuracy, the City shall at least weekly physically

examine debris buildup or other significant change to the channel. Debris buildup or

significant change to the channel shall be reported to the USGS immediately and noted on

the monthly operational report.

3. To represent instantaneous river flow as background, pre-withdrawal flow at the location of

withdrawal, USGS real-time flow data shall be adjusted using the following formula:

QR-WTP = QR-USGS + qwtp - qLocal

City of Franklin

NRS12.195

Page 5 of 13

Where :

QR-WTP = Harpeth River Flow at the water treatment plant intake in cfs

QR-USGS = Harpeth River Flow at the USGS gage # 03432350 in cfs

qwtp = water treatment plant intake withdrawal rate in cfs

qLocal= 0.0455 x QR-USGS (correction factor for local area inflow between water treatment

plant intake and USGS gage in cfs)

4. To control, measure, and record the rate of withdrawal to maintain compliance, during

periods of withdrawal the permittee shall, on an least an hourly basis :

Record the available real-time, provisional flow from USGS gage # 03432350.

Calculate and record QR-WTP using the formula described above.

Adjust the variable speed drive to achieve a pumping rate that does not exceed 20% of

the QR-WTP, and maintains a minimum of 10.0 cfs river flow downstream of the intake.

Record the resulting percent of river flow withdrawn.

5. To comply with permit conditions and protection of the minimum dissolved oxygen water

quality standard, the permittee shall manually measure dissolved oxygen levels using a

calibrated hand-held meter with a minimum resolution of 0.01 mg/L and accuracy of ±0.2

mg/L, measured and recorded at least daily between 6:00 am and 7:00 am. Measurements

shall be obtained at the public canoe launch located at the old dam site off Highway 431,

upstream of first cross-vane, and as close to mid-channel, mid-depth of the river as is

practicable under the ambient flow conditions. If optional monitoring after 7:00 am indicates

the dissolved oxygen level to be above 5.0 parts per million, then withdrawal may resume.

All data will be recorded on the Hourly Rounds Form, and used to submit the required

monitoring reports as outlined in Part II - Monitoring Requirements and Procedures.

Long Term Compliance

1. The mechanism(s) that will be used to measure instantaneous river flow in a manner

representative of the background, pre-withdrawal flow at the location of withdrawal shall be

presented to the department for review and written approval prior to construction or

installation. The approved mechanism(s) must be installed and functional no later than

October 1, 2015.

2. The mechanism(s) that will be used to measure dissolved oxygen in the river to comply with

permit conditions and protection of the minimum dissolved oxygen water quality standard

shall be presented to the department for review and written approval prior to construction or

installation. The approved mechanism(s) must be installed and functional no later than

October 1, 2015.

3. The mechanism(s) that will be used to control, measure, and record the rate of withdrawal to

maintain compliance shall be presented to the department for review and written approval

prior to construction or installation. The approved mechanism(s) must be installed and

functional no later than October 1, 2015.

4. If a scheduled item above is delayed due to circumstances beyond the permittee’s control, the

permittee shall inform the department as soon as practicable and propose an alternative date

City of Franklin

NRS12.195

Page 6 of 13

of compliance, along with appropriate justification for such date. In order to proceed with an

alternative date of compliance the City must first obtain written authorization from the

department.

5. In the event of a failure of any the above mechanisms, the permittee shall notify the

department and upon approval, revert to the interim compliance methodology and permit

conditions on a temporary basis or such other approach as approved by the department while

repairs are made.

Intake Construction

1. Prior to construction of any upgrade to the intake or construction of a new intake or intakes,

plans must be submitted to the department and approved in writing.

a. Plans shall address construction related impacts related to both active earth moving

activities and erosion and sediment controls.

b. Plans shall address instream construction best management practices.

2. The new intake structure shall be located and oriented such as to avoid permanent alteration

or damage to the integrity of the stream channel including the opposite stream bank.

3. The new intake structure shall be designed to minimize harm and to prevent the

impoundment of normal or base flows. Base flow is the usual or normal flow of the river that

is supplied primarily by groundwater from springs and seeps, but not affected by rapid runoff

during and after rainfall.

4. Headwalls, bank stabilization materials, and any other hard armoring associated with the

installation of the structure shall be limited to a total of 25 feet along the river’s bank.

5. The new intake structure may not result in a disruption or barrier to the movement of fish or

other aquatic life.

6. Erosion prevention and sediment control measures must be in place and functional before

any land disturbance activities begin, and shall be designed according to the department’s

Erosion and Sediment Control Handbook

(www.tn.gov/environment/wpc/sed_ero_controlhandbook/). Permanent vegetative

stabilization using native species of all disturbed areas in or near the stream channel must be

initiated within 14 days of project completion (see also Landscaping with Natives at

tneppc.org). Non-native, non-invasive annuals may be used as cover crops until native

species are established.

7. The use of monofilament-type erosion control netting or blanket is prohibited.

8. Clearing, grubbing, and other disturbance to riparian vegetation shall be kept at the minimum

necessary. Unnecessary riparian vegetation removal, including trees, is prohibited. Coverage

under this permit does not serve to waive any local riparian buffer protection requirement,

and permittees are responsible for obtaining any necessary local approval.

9. The excavation and fill activities associated with the installation or construction of the new

intake shall be kept to a minimum and shall be separated from flowing waters. The structure

http://www.tn.gov/environment/wpc/sed_ero_controlhandbook/

City of Franklin

NRS12.195

Page 7 of 13

shall be constructed in the dry to the maximum extent practicable by diverting flow utilizing

cofferdams, berms, temporary channels or pipes.

10. All spoil material from trench excavation, bore pits and other earth disturbing activities shall

be deposited in an upland location and stabilized within 7 days in order to prevent erosion

into waters of the state.

11. All dewatering activities shall be conducted in such a manner as to prevent the discharge of

sediment-laden water into waters of the state.

General Conditions

1. The activity shall be accomplished in conformance with the accepted plans, specifications,

data and other information submitted in support of the application and the limitations,

requirements and conditions set forth herein.

2. Adverse impact to formally listed state or federal threatened or endangered species or their

critical habitat is prohibited.

3. This permit does not authorize adverse impacts to cultural, historical or archeological

features or sites.

4. Work shall not commence until the permittee has obtained all necessary authorizations

pursuant to applicable provisions of §10 of The Rivers and Harbors Act of 1899; §404 of The

Clean Water Act and §26a of The Tennessee Valley Authority Act, as well as any other

federal, state or local laws.

5. The reporting of results shall be rounded to the closest higher or lower number, as applicable,

to correspond to the number of decimal points set forth in a permit condition herein.

Instream river flow may be reported using the USGS convention of resolution to a tenth of

cfs for flows below 10 cfs, and whole numbers for flows at or above 10 cfs.

6. Compliance with the terms of this permit shall be based on the provisional instantaneous

background flow measurements from the instream flow monitor, and the provisional

dissolved oxygen measurements from the dissolved oxygen monitor.

PART II

Monitoring Requirements and Procedures

Flow Monitoring

1. River flow shall be measured to represent instantaneous river flow as background, pre-

withdrawal flow at the location of the withdrawal.

2. River flow under condition 1, above, shall be measured with such precision and accuracy

equivalent to a USGS gage accuracy ranking of “Good” or better, and provide similar

functionality.

City of Franklin

NRS12.195

Page 8 of 13

3. The accuracy of long-term compliance river flow data must be calibrated and verified at least

annually over the range of river flow conditions that affect compliance. Should the permittee

utilize gages installed and maintained by USGS, the permittee shall not be held responsible

for maintenance issues beyond its control. To the extent certification is required of the river

flow gages owned and maintained by USGS, the City is not required to certify data from said

gages.

4. Instantaneous river flow data shall be recorded at a minimum on an hourly basis.

Withdrawal Monitoring

1. Withdrawal rate shall be measured as the instantaneous rate pumped from the river.

2. Withdrawal rate data shall be recorded at a minimum on an hourly basis.

Dissolved Oxygen Monitoring

1. Dissolved Oxygen levels in the river shall be measured instantaneously, as close to mid-

channel and mid-depth as practicable, to represent background, pre-withdrawal levels at the

location of the withdrawal.

2. Dissolved Oxygen shall be measured with a minimum resolution of 0.01 mg/L and accuracy

of ±0.2 mg/L.

3. The accuracy of dissolved oxygen data must be calibrated and verified at a frequency as to

assure and demonstrate compliance with all permit conditions, and per the manufacturer’s

recommendation. Should the permittee utilize a dissolved oxygen monitor installed and

maintained by USGS, the permittee shall not be held responsible for maintenance issues

beyond its control. To the extent certification is required of the dissolved oxygen monitor

owned and maintained by USGS, the City is not required to certify data from said monitor.

4. Instantaneous dissolved oxygen data shall be recorded at a minimum on an hourly basis

except as provided under Interim Compliance condition 5, which requires dissolved oxygen

to recorded at a minimum daily.

Biological Monitoring

1. Benthic macro-invertebrate biological surveys shall be conducted, in conjunction with the

permittee’s NPDES benthic monitoring, annually during low flow, high temperature

conditions.

2. The surveys shall be conducted by qualified biologists, who may be employees of the

permittee, following the Semi-Quantitative Single Habitat Sample procedure found in the

most current version of TDEC’s Quality System Standard Operating Procedure for

Macroinvertebrate Stream Surveys (QSSOP).

3. The sites selected must provide riffle habitat and must be generally comparable. Sampling

shall be conducted at one site upstream of the intake and one site downstream of the intake.

Sampling sites chosen for this permit and surveys conducted to fulfill the requirements of this

City of Franklin

NRS12.195

Page 9 of 13

permit may also be used to fulfill the requirements of the City’s NPDES Permit TN0028827

and vice versa, upon approval by the department.

4. Prior to each annual sampling event, all selected river-sampling points shall be marked on a

topographical map, submitted to and approved by the Nashville Environmental Field Office,

Division of Water Resources. The permittee shall notify that office at least two weeks prior

to conducting the biological survey.

5. The bio-survey will incorporate habitat assessment at each station for each sampling effort,

as described in the QSSOP.

6. The following data and information shall be recorded at each station during biological

surveys:

a. water temperature (°C)

b. dissolved oxygen (mg/L)

c. pH (s.u.)

d. specific conductance (umhos/cm)

e. river flow (cfs)

Submission of Monitoring Results

Monthly reports shall include the following data measured on an hourly basis: provisional,

instantaneous river flow (cfs), maximum withdrawal rate (cfs), maximum percent of

instantaneous flow withdrawn, and dissolved oxygen (mg/L) except as provided by interim

method, pursuant to Part I, general condition 5.

1. When the pumps are not in operation, the permittee need only indicate on their monthly

reporting that no withdrawal occurred during that time interval.

2. Any violations of permit conditions shall be noted on the monthly reports.

3. Monthly reports may be submitted electronically to the department at [email protected].

4. Submittals shall be postmarked or sent electronically no later than 15 days after the

completion of each monthly reporting period.

5. Results of the annual biological river monitoring shall be submitted to the department at

[email protected]. Reports shall be submitted annually by December 31 of each year.

Records Retention

All records and information resulting from the monitoring activities required by this permit

including all records of analyses performed and calibration and maintenance of instrumentation

shall be retained for a minimum of five (5) years, or longer, if requested by the department.

Falsifying Results and/or Reports

Knowingly making any false statement on any report required by this permit or falsifying any

result may result in the imposition of criminal penalties as provided for in Section 309 of the



City of Franklin

NRS12.195

Page 10 of 13

Federal Water Pollution Control Act, as amended, and in Section 69-3-115 of The Tennessee

Water Quality Control Act of 1977.

PART III

Duty to Reapply

Permittee is not authorized to operate after the expiration date of this permit unless the permittee

submitted such information and forms as are required by State law to the director of the Division

of Water Resources within 90 days of expiration of this permit and a new permit has not been

issued. Such applications must be properly signed and certified.

Property Rights

The issuance of this permit does not convey any property rights in either real or personal

property, or any exclusive privileges, nor does it authorize any injury to private property or any

invasion of personal rights, nor any infringement of federal, state, or local laws or regulations.

Other Information

If the permittee becomes aware that he/she failed to submit any relevant facts in a permit

application, or submitted incorrect information in a permit application or in any report to the

director, then he/she shall promptly submit such facts or information.

Changes Affecting the Permit

Transfer/Change of Ownership

a. This permit may be transferred to another party, provided there are no activity or project

modifications, no pending enforcement actions, or any other changes which might affect

the permit conditions contained in the permit, by the permittee if:

1. The permittee notifies the Director of the proposed transfer at least 30 days in

advance of the proposed transfer date;

2. The notice includes a written agreement between the existing and new permittees

containing a specified date for transfer of permit responsibility, coverage, and

contractual liability between them; and

3. The Director does not notify the current permittee and the new permittee, within

30 days, of his or her intent to modify, revoke, reissue, or terminate the permit, or

require that a new application be filed rather than agreeing to the transfer of the

permit.

b. The permittee must provide the following information to the department in their

formal notice of intent to transfer ownership:

1. the permit number of the subject permit;

2. the effective date of the proposed transfer;

3. the name and address of the transferor;

4. the name and address of the transferee;

City of Franklin

NRS12.195

Page 11 of 13

5. the names of the responsible parties for both the transferor and transferee;

6. a statement that the transferee assumes responsibility for the subject permit;

7. a statement that the transferor relinquishes responsibility for the subject

permit;

8. the signatures of the responsible parties for both the transferor and transferee,

and;

9. a statement regarding any proposed modifications to the permitted activities or

project, its operations, or any other changes which might affect the permit

conditions contained in the permit.

Change of Mailing Address

The permittee shall promptly provide to the director written notice of any change of

mailing address. In the absence of such notice the original address of the permittee will

be assumed to be correct.

Noncompliance

Effect of Noncompliance

All regulated activities shall be consistent with the terms and conditions of this permit.

Any permit noncompliance constitutes a violation of applicable state and federal laws and

is grounds for enforcement action, permit termination, permit modification, or denial of

permit reissuance.

Reporting of Noncompliance

24-Hour Reporting

1. In the case of any noncompliance which could cause a threat to public

drinking supplies, or any other discharge or activity that could constitute a

threat to human health or the environment, the required notice of non-

compliance shall be provided to the Division of Water Resources in the

appropriate Environmental Field Office within 24-hours from the time the

permittee becomes aware of the circumstances. (The Environmental Field

Office should be contacted for names and phone numbers of environmental

response personnel).

2. A written submission must be provided within five (5) days of the time the

permittee becomes aware of the circumstances unless this requirement is

waived by the director on a case-by-case basis. The permittee shall provide

the director with the following information:

a. A description of the discharge or cause of noncompliance, if known;

b. The period of noncompliance, including exact dates and times or, if

not corrected, the anticipated time the noncompliance is expected to

continue; and

City of Franklin

NRS12.195

Page 12 of 13

c. The steps being taken to reduce, eliminate, and prevent recurrence of

the non-complying discharge or activity.

Scheduled Reporting

For instances of noncompliance which are not reported under subparagraph a.

above, the permittee shall report the noncompliance by contacting the permit

coordinator, and provide all information concerning the steps taken or planned to

reduce, eliminate, and prevent recurrence of the violation and the anticipated time

the violation is expected to continue.

Adverse Impact

The permittee shall take all reasonable steps to minimize any adverse impact to the

waters of Tennessee resulting from noncompliance with this permit, including but not

limited to, accelerated or additional monitoring as necessary to determine the nature and

impact of the noncompliance. It shall not be a defense for the permittee in an enforcement

action that it would have been necessary to halt or reduce the permitted activity in order

to maintain compliance with the conditions of this permit.

Liabilities

Civil and Criminal Liability

Nothing in this permit shall be construed to relieve the permittee from civil or criminal

penalties for noncompliance. Notwithstanding this permit, the permittee shall remain

liable for any damages sustained by the state of Tennessee, including but not limited to

fish kills and losses of aquatic life and/or wildlife, as a result of the activity or discharge

of pollutants to any surface or subsurface waters. Additionally, notwithstanding this

permit, it shall be the responsibility of the permittee to conduct its activities in a manner

such that public or private nuisances or health hazards will not be created.

Liability under State Law

Nothing in this permit shall be construed to preclude the institution of any legal action or

relieve the permittee from any responsibilities, liabilities, or penalties established

pursuant to any applicable state law or the Federal Water Pollution Control Act, as

amended.

Reopener:

This permit may be modified, suspended, or revoked for cause, including:

1. Violation of any of the terms or conditions of this permit or of T.C.A § 69-3-101 et.

seq.;

2. Obtaining the permit by misrepresentation or failing to disclose fully all relevant

facts;

City of Franklin

NRS12.195

Page 13 of 13

3. A change in any condition or receipt of new information that requires either a

temporary or permanent change in the conditions of this permit.

Appeal:

An appeal of this action may be made as provided in T.C.A. §69-3-105(i) and Rule 1200-04-05-

.12 by submitting a petition for appeal:

1. The petition must be filed within THIRTY (30) DAYS after public notice of the

issuance of the permit.

2. The petition must specify the provisions subject to appeal and the basis for the appeal.

3. The petition should be addressed to the technical secretary of the Tennessee Board of

Water Quality, Oil and Gas at the following address: Ms. Tisha Benton, Director,

Division of Water Resources, William R. Snodgrass Tennessee Tower, 312 Rosa L.

Parks Avenue, 11th Floor, Nashville, Tennessee 37243-1534. Any hearing would be

in accordance with T.C.A. §§69-3-110 and 4-5-301 et seq.

MF

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DENOTES SPAN OF 1 1/2"x3/16" GALV.GRATING. GRATING SHALL HAVE BANDEDENDS AND BE FIRMLY ANCHORED TOTHEIR SUPPORTS BY POSITIVE MEANS.

1

S1.0-05

TYP.

GUARD RAILS

4' - 0"

NEW STAIRS ANDPLATFORM BYOTHERS - STAIRSMAY BE GALV. ORALUMINUM, CONTRACTOR'SOPTION - SEENOTE 7

Scale

PROJECT NO.

Date

Drawn by

Checked by

Revision

RE:

SSK -00112410130

WATER TREATMENT PLANTIMPROVEMENTS

CITY OF FRANKLIN,TENNESSEE 07/25/15

MVW

JBH

COF No. - 2015-0062 3/16"=1'-0"

NEW FLOCCULATORSSUPPORTS AND WALKWAY

3/16" = 1'-0"

2

ADDENDUM NO. 2

SHT. S1.0-05

UP

1

2

4

3

5

6

7

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45' - 0"

2' - 3"

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14' -

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6' -

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7' -

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16' -

7"

3' -

2"

75' -

0"

3' -

2"

SLOPE

1/8"

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"

SLO

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1/8

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1/8":1'-0"

SLO

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3'-6" DEEPSUMP w/FRP GRATING

36" MIN. THICK CONC. SLAB w/#9@ 6"o.c. E.W. TOP & BTM. w/STD. 90° HOOKS EA. END. SLAB SHALLBEAR ON A COMPACTED SHOT-ROCKFILL. COORD. w/ GEOTECHNICALENGINEER OF RECORD FOR THICKNESSOF SHOT ROCK.T/SLAB HIGH PT. EL.= 630.00' SLOPE ASSHOWN ON PLAN

630' - 0"

630' - 0"

5' -

0"

5' - 0"

5' - 0"

5' -

0"

9

S4.1-07

8

S4.1-07

8

S4.1-07

8

S4.1-07

8

S4.1-07

12" THICK MECHANICAL PADSEE 4/S4.0-07 (TYP. 3 PLCS.)

5

S4.2-07

TYP. 3 PLCS.

#11 ROCK ANCHORS @ 6'-6"o.c. MAX.SEE 10/S0.4

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1/8":1'-0"

SLOPE

1/8"

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F

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E

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630' - 0"

HIGH PT.

630' - 0"

HIGH PT.

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HIGH PT.

630' - 0"

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GALV. STAIRS - SEE SPECIFICATIONSAND NOTE 6 FOR ADDITIONALINFORMATION (2 PLCS) STAIRS MAYBE ALUMINUM IN LIEU OF GALVANIZED,CONTRACTOR'S OPTION.

TRENCH - SEE 5/S4.2-07TYP. 3 PLCS.

2

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S4.0-07

8

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.

#5 @ 6"o.c. E.W.

SEE PLAN FORSLAB REINF.

1

1

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SEEPLAN

SEE 8/S4.1-07 FORWALL SIZE & REINF.

STD. 90° HOOKS

ADDITIONAL REINF. TOMATCH TO REINF.

SPLICE

CLASS 'B' LAP

2

3'-0"x3'-0"

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12410130

City o

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Reid, Inc.SeckmanSmith

2995 Sidco DriveNashville, TN 37204

(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

As indicated

LOWER LEVELFOUNDATION PLAN

S1.0-07

JBH

MVW

JUNE 2015

JBH

LOWER LEVEL FOUNDATION PLAN

NOTES:

1. SEE SHEET S4.1-07 FOR PEDESTAL SIZES AND REINFORCING.2. NO CONDUIT OR PIPING SHALL BE PLACED IN THE CONCRETE

SLAB WITH OUT THE WRITTEN PERMISSION OF THE STRUCTURALENGINEER OF RECORD.

3. PROVIDE CONSTRUCTION JOINTS IN WALL AT 25'-0" MAX. CONSTRUCTIONJOINTS SHALL BE LOCATED BETWEEN 5'-0" AND 10'-0" AWAY FOR CORNERSAND PEDESTALS AND SHALL NOT PASS THRU ANY WALL PENETRATION.CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING LOCATIONS OF VERTICALWALL CONSTRUCTION JOINTS PRIOR TO POURING ANY WALLS (SEE 7/S4.0-07)

4. ALL FRP MEMBERS REQUIRED TO SUPPORT GRATING SHALL BE DESIGNEDBY OTHERS (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION).

5. ROCK ANCHOR DESIGN LOAD = 51KIPS.6. STAIRS AND LADDER SHOP DRAWINGS SHALL BE SEALED

AND SIGNED BY AN ENGINEER LICENSED IN THE PROJECT STATE.

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2"

SEE 8/S4.1-07FOR WALLREINF.

(18) #9 VERT.

NOTE: SEE GENERALNOTES FOR REQ'D.REBAR COVER (TYP.)

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1' -

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3' -

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SEE 8/S4.1-07FOR WALL REINF.(TYP.)

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(16) #9VERT.

#4 TIES @ 3" o.c. FORLENGTH OF ANCHORBOLTS - REMAINDER@ 12"o.c.(TYP.)

2' - 3"1' - 3"

2' - 6"

1' -

3"

1' -

3"


1

EDGE OFSLAB ABOVE

2' - 6"

1' -

3"

1' -

3"

3' -

2"

SEE 8/S4.1-07FOR WALLREINF.

#4 TIES @ 3"o.c. FORLENGTH OF ANCHORBOLTS - REMAINDER@ 12"o.c.(TYP.)

(16) #9 VERT.


E

3' - 2"

3

2' - 6"

3' - 2"

1' -

3"

1' -

3"

SEE 8/S4.1-07FOR WALLREINF. (TYP.)

(16) #9 VERT.

#4 TIES @ 3"o.c.FOR LENGTH OFANCHOR BOLTSREMAINDER @12"o.c. (TYP.)


E

3' - 2"

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#5 @ 6"o.c. E.W.ADDITIONAL REINF.TO MATCH TOPREINF.


1

1

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SEEPLAN

SPLICE

CLASS 'B'LAP

2' - 6"

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0"

SEE PLAN FORSLAB REINF. TYP.

#5 @ 6"o.c. E.W.

TYP.

8"

FRP GRATINGSEE PLAN

MECH. PADSEE PLAN

FOOTING SCHEDULE

MARK SIZE (LxWxD) REINFORCING

F6 6'-0"x6'-0"x1'-6" (7) #6 E.W. TOP & BTM.

F7 7'-0"x7'-0"x1'-6" (8) #6 E.W. TOP & BTM.


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SEE PLAN FORSLAB REINF.(TYP.)

SEE PLANFOR T/SLABELEV.

#57 STONE

BITUMASTICDAMP PROOFINGSEE SPECS.

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ALTERNATE HOOKSAT EVERYOTHER TIE

CL COL.

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PLA

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1/2" EXPANSIONJNT. MAT'L.

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SEE PLANFOR T/FTG EL.

SEE PLAN ANDSCHEDULE S4.1-07FOR FTG. SIZE ANDREINF. (TYP.)

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(8) #6 DOWELS

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FIN. GRADE

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GROUT BOTTOMCOURSE SOLID

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PRO

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12410130

City o

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ennessee

Wate

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(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

As indicated

PEDESTAL DETAIL ANDFOUNDATION DETAILS

S4.1-07

JBH

MVW

JUNE 2015

JBH

1/2" = 1'-0"1

PEDESTAL P1

1/2" = 1'-0"2

PEDESTAL P2

1/2" = 1'-0"3

PEDESTAL P3

1/2" = 1'-0"4

PEDESTAL P4

1/2" = 1'-0"5

PEDESTAL P5

1/2" = 1'-0"9

LOWER LEVEL SUMP PIT DETAIL

1/2" = 1'-0"10

CHEMICAL ROOM TRENCH SECTION

12" = 1'-0"6

FOOTING SCHEDULE

3/4" = 1'-0"7

CHEMICAL ROOM THICKENED SLABDETAIL

1/2" = 1'-0"8

LOWER LEVEL WALL SECTION

1/2" = 1'-0"11

PEDESTAL P6

1/2" = 1'-0"12

TYP. INT. FOOTING DETAIL

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SHEET NUMBER

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PROJECT NUMBER

PRO

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12410130

City

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(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

ELECTRICALEQUIPMENT SCHEDULE

E0.1

SSR

SSR

JUNE 2015

SSR

ELECTRICAL EQUIPMENT CONNECTION SCHEDULETAG DESCRIPTION VOLTAGE

PHASE H.P. KVA

AMPS PANEL CKT. WIRE SIZE

CONDUITSIZE REMARKS SSR Connection Type Comments

00-CP-01 FILTER BUILDING CONTROL PANEL 120 V 1 - 1.2 10 A <unnamed> 1#12, 1#12N., 1#12G. 3/4" SERVED FROM EXISTING 20/1 CIRCUIT BREAKER IN PANEL A -- FILTER BUILDING10-AC-010 RAW WATER INTAKE COMPRESSOR 480 V 3 10 11.6 14 A <unnamed> 3#12,1#12G. 3/4" SERVED FROM CONTROL PANEL 10-CP-010 30/3 NF DISCONNECT MEMBRANE BLDG.10-CP-010 RAW WATER INTAKE COMPRESSOR CONTROL PANEL 480 V 1 10 7.7 16 A HA 31,33,35 3#12,1#12G. 3/4" -- MEMBRANE BLDG.10-HS-350 HAND STATION FOR AIRBURST CONTROL 120 V 1 - 0.2 2 A LA 53 1#6,1#6N., 1#10G. 1" -- RIVERSIDE10-P-110-A RAW WATER PUMP 480 V 3 201 202.0 243 A MSB 2 3#500KCM, 1#3G 4" SERVED FROM VFD RWP1 IN MEMBRANE BLDG. ELECTRICAL ROOM -- RAW WATER PUMP STATION10-P-110-B RAW WATER PUMP 480 V 3 201 202.0 243 A MSB 3 3#500KCM, 1#3G 4" SERVED FROM VFD RWP2 IN MEMBRANE BLDG. ELECTRICAL ROOM -- RAW WATER PUMP STATION10-P-210-A RAW WATER PUMP 480 V 3 70 67.7 81 A MSB 4 3#3/0, 1#6G 4" SERVED FROM VFD RWP4 IN MEMBRANE BLDG. ELECTRICAL ROOM --- RAW WATER PUMP STATION10-P-210-B RAW WATER PUMP 480 V 3 70 67.7 81 A MSB 5 3#3/0, 1#6G 4" SERVED FROM VFD RWP3 IN MEMBRANE BLDG. ELECTRICAL ROOM -- RAW WATER PUMP STATION22-CP-01 MEMBRANES MASTER CONTROL PANEL 120 V 1 - 1.2 10 A LA 25 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-CP-02 MEMBRANES MASTER CONTROL PANEL 120 V 1 - 1.2 10 A LA 15 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-CP-11 REMOTE IO PANEL 1 120 V 1 - 1.2 10 A LA 16 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-CP-12 REMOTE IO PANEL 2 120 V 1 - 1.2 10 A LA 27 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-CP-13 REMOTE IO PANEL 3 120 V 1 - 1.2 10 A LA 29 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.

22-P-110-A MEMBRANE FEED PUMP 1 480 V 3 100 103.1 124 A MSB 6 3#3/0, 1#4G. 2 1/2" SERVED FROM VFD M1 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3 NF DISCONNECT FILTER BUILDING22-P-110-B MEMBRANE FEED PUMP 2 480 V 3 100 103.1 124 A MSB 7 3#3/0, 1#4G 2 1/2" SERVED FROM VFD M2 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3 NF DISCONNECT FILTER BUILDING22-P-110-C MEMBRANE FEED PUMP 3 480 V 3 100 103.1 124 A MSB 8 3#3/0, 1#4G 2 1/2" SERVED FROM VFD M3 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3 NF DISCONNECT FILTER BUILDING22-P-610-A BACKWASH PUMP 1 480 V 3 30 33.3 40 A HA 7,9,11 3#8,1#8G. 1" SERVED FROM VFD B1 IN ELECTRICAL ROOM 100/3 NF DISCONNECT MEMBRANE BLDG.22-P-610-B BACKWASH PUMP 2 480 V 3 30 33.3 40 A HA 13,15,17 3#8,1#8G. 1" SERVED FROM VFD B2 IN ELECTRICAL ROOM 100/3 NF DISCONNECT MEMBRANE BLDG.22-P-703 CIP PUMPS AND HEATING PANEL 480 V 3 51.7 62 A MSB 11 3#4,1#8G. 1 1/2" 50KW HEATING PANEL -- MEMBRANE BLDG.22-P-710 CIP PUMP 1 480 V 3 5 6.3 8 A HA 37,39,41 3#12,1#12G. 3/4" CIP PUMP 1 -- MEMBRANE BLDG.22-P-720 CIP PUMP 2 480 V 3 5 6.3 8 A HA 2,4,6 3#12,1#12G. 3/4" CIP PUMP 2 -- MEMBRANE BLDG.

22-STR-102-1 AUTOSTRAINER 120 V 1 - 0.1 1 A LA 18 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-STR-102-2 AUTOSTRAINER 120 V 1 - 0.1 1 A LA 17 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.22-STR-102-3 AUTOSTRAINER 120 V 1 - 0.1 1 A LA 19 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.

23-AIT-110 CHEMICAL SCALE CONTROLLER 3 CH. 120 V 1 - 0.1 1 A LA 10 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.23-AIT-210 CHEMICAL SCALE CONTROLLER 2 CH. 120 V 1 - 0.1 1 A LA 9 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.23-P-601-A SODIUM HYDROXIDE TRANSFER PUMP 1 120 V 1 1/6 0.4 3 A LA 13 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.23-P-601-B SODIUM HYDROXIDE TRANSFER PUMP 2 120 V 1 1/6 0.4 3 A LA 14 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.23-P-701-A SODIUM BISULFITE TRANSFER PUMP 1 120 V 1 1/6 0.4 3 A LA 12 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.23-P-701-B SODIUM BISULFITE TRANSFER PUMP 2 120 V 1 1/6 0.4 3 A LA 11 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.53-CP-010 SLUDGE COLLECTOR CONTROL PANEL 2 120 V 1 - 1.2 10 A 1#12, 1#12N., 1#12G. 3/4" REUSE EXISTING 120V. CIRCUIT -- FLOCCULATION / SEDIMENTATION53-CP-020 FLOCCULATOR MIXER MOTOR CONTROL PANEL 480 V 3 - 5.0 6 A 1#12,1#12G. 3/4" SERVED BY EXISTING CIRCUIT -- FLOCCULATION / SEDIMENTATION53-CP-030 SLUDGE PUMP STATION CONTROL PANEL 480 V 3 - 8.3 10 A 1#12, 1#12N., 1#12G. 3/4" SERVED WITH EXISTING FEEDER FROM MCC-CP -- FLOCCULATION / SEDIMENTATION

53-MOV-010A SLUDGE COLLECTOR VALVE ACTUATOR 120 V 1 - 1.2 10 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-MOV-010A SLUDGE COLLECTOR VALVE ACTUATOR 120 V 1 - 1.2 10 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-MOV-010B SLUDGE COLLECTOR VALVE ACTUATOR 120 V 1 - 1.2 10 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-MOV-010C SLUDGE COLLECTOR VALVE ACTUATOR 120 V 1 - 1.2 10 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-MX-110-1 FLOCCULATOR MIXER MOTOR NO. 1 480 V 1 1.5 1.4 3 A 3#12,1#12G. 3/4" SERVED FROM 53-CP-110 -- FLOCCULATION / SEDIMENTATION53-MX-110-2 FLOCCULATOR MIXER MOTOR NO. 2 480 V 1 1.5 1.4 3 A 3#12,1#12G. 3/4" SERVED FROM 53-CP-110 -- FLOCCULATION / SEDIMENTATION53-P-010-1 SLUDGE PUMP NO. 1 480 V 3 3 4.0 5 A 1#12,1#12G. 3/4" SERVED FROM 53-CP-020 -- FLOCCULATION / SEDIMENTATION53-P-010-2 SLUDGE PUMP NO. 2 480 V 3 3 4.0 5 A 1#12,1#12G. 3/4" SERVED FROM 53-CP-020 -- FLOCCULATION / SEDIMENTATION

53-SCO-010-A SLUDGE COLLECTOR BASIN NO.1 120 V 1 1/6 0.5 4 A 1#12,1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-SCO-010-B SLUDGE COLLECTOR BASIN NO.2 120 V 1 1/6 0.5 4 A 1#12,1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION53-SCO-010-C SLUDGE COLLECTOR BASIN NO.3 120 V 1 1/6 0.5 4 A 1#12,1#12G. 3/4" SERVED FROM 53-CP-010 -- FLOCCULATION / SEDIMENTATION

55-P-110-A HIGH SERVICE PUMP 2 480 V 3 100 103.1 124 A MSB 14 3#3/0, 1#4G 2 1/2" SERVED FROM VFD HSP1 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3/3R/ NF DISCONNECT CLEARWELL STRUCTURE55-P-110-B HIGH SERVICE PUMP 2 480 V 3 100 103.1 124 A MSB 15 3#30, 1#4G 2 1/2" SERVED FROM VFD HSP2 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3/3R/ NF DISCONNECT CLEARWELL STRUCTURE55-P-110-C HIGH SERVICE PUMP 3 480 V 3 100 103.1 124 A MSB 16 3#3/0, 1#4G 2 1/2" SERVED FROM VFD HSP3 IN MEMBRANE BLDG. ELECTRICAL ROOM 400/3/3R/ NF DISCONNECT CLEARWELL STRUCTURE57-CP-01 CHEMICAL FEED CONTROL PANEL 120 V 1 - 1.4 12 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 20/1 CIRCUIT BREAKER IN PANEL LCH IN CHEMICAL BUILDING -- CHEMICAL BUILDING

57-MP-110-1 POLYALUMINUM CHLORIDE 120 V 1 - 0.2 2 A 1#12, 1#12N., 1#12G. 3/4" REPLACEMENT CHEM FEED PUMP SERVED BY EXISTING 120V. CIRCUIT CHEM FEED PUMP CHEMICAL BUILDING57-MP-110-2 POLYALUMINUM CHLORIDE 120 V 1 - 0.2 2 A 1#12, 1#12N., 1#12G. 3/4" REPLACEMENT CHEM FEED PUMP SERVED BY EXISTING 120V. CIRCUIT CHEM FEED PUMP CHEMICAL BUILDING57-MP-210 SODIUM PERMANGANATE 120 V 1 - 0.2 2 A 1#12, 1#12N., 1#12G. 3/4" REPLACEMENT CHEM FEED PUMP SERVED BY EXISTING 120V. CIRCUIT CHEM FEED PUMP CHEMICAL BUILDING

57-MP-310-1 SODIUM HYPOCHLORITE 120 V 1 - 0.2 2 A 1#12, 1#12N., 1#12G. 3/4" REPLACEMENT CHEM FEED PUMP SERVED BY EXISTING 120V. CIRCUIT CHEM FEED PUMP CHEMICAL BUILDING57-MP-310-2 SODIUM HYPOCHLORITE 120 V 1 - 0.2 2 A 1#12, 1#12N., 1#12G. 3/4" REPLACEMENT CHEM FEED PUMP SERVED BY EXISTING 120V. CIRCUIT CHEM FEED PUMP CHEMICAL BUILDING62-CA-101 CLORINE ANALYZER PUMP 120 V 1 - 0.1 1 A 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 62-CP-01 -- MEMBRANE BLDG.62-CP-01 TREATMENT BUILDING CONTROL PANEL 120 V 1 - 0.6 5 A LA 49 1#12, 1#12N., 1#12G. 3/4" SERVED FROM 62-CP-01 -- MEMBRANE BLDG.

62-FV-510-1 GAC NO. 1 INLET VALVE 480 V 3 5 6.3 8 A HA 43,45,47 3#12,1#12G. 3/4" -- MEMBRANE BLDG.62-FV-510-2 GAC NO. 2 INLET VALVE 480 V 3 5 6.3 8 A HA 49,51,53 3#12,1#12G. 3/4" -- MEMBRANE BLDG.62-FV-510-3 GAC NO. 3 INLET VALVE 480 V 3 5 6.3 8 A HA 55,57,59 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-Fv-610-1 GAC NO. 3 BACKWASH IN VALVE 480 V 3 5 6.3 8 A HA 61,63,65 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-Fv-610-2 GAC NO. 2 BACKWASH OUT VALVE 480 V 3 5 6.3 8 A HA 67,69,71 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-Fv-610-3 GAC NO. 3 BACKWASH OUT VALVE 480 V 3 5 6.3 8 A HA 73,75,77 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-710-1 GAC NO. 1 BACKWASH IN VALVE 480 V 3 5 6.3 8 A HA 79,81,83 3#12,1#12G. 3/4" -- MEMBRANE BLDG.62-FV-710-2 GAC NO. 2 BACKWASH IN VALVE 480 V 3 5 6.3 8 A HA 32,34,36 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-710-3 GAC NO. 3 BACKWASH IN VALVE 480 V 3 5 6.3 8 A HA 44,46,48 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-810-1 GAC NO. 1 DISCHARGE VALVE 480 V 3 5 6.3 8 A HA 26,28,30 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-810-2 GAC NO. 2 DISCHARGE VALVE 480 V 3 5 6.3 8 A HA 38,40,42 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-810-3 GAC NO. 3 DISCHARGE VALVE 480 V 3 5 6.3 8 A HA 50,52,54 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.62-FV-910 GAC BACKWASH FLOW CONTROL VALVE 480 V 3 5 6.3 8 A HA 56,58,60 3#12,1#12G. 3/4" -- -- MEMBRANE BLDG.70-CP-01 UV SYSTEM MCP 120 V 1 - 3.0 25 A LA 55 1#10,1#10N.,1#10G. 3/4" -- MEMBRANE BLDG.70-CP-02 UVT MONITOR 120 V 1 - 0.3 2 A LA 21 1#12,1#12G. 3/4" -- MEMBRANE BLDG.

70-CPP-01-1 UV SYSTEM CONTROL POWER PANEL 1 480 V 1 - 46.8 98 A MSB 12 3#1, 1#6G. 1 1/2" -- MEMBRANE BLDG.70-CPP-01-2 UV SYSTEM CONTROL POWER PANEL 2 480 V 1 - 46.8 98 A MSB 13 3#1, 1#6G. 1 1/2" -- MEMBRANE BLDG.70-UV-010-1 UV CHAMBER 1 480 V 1 - 0.0 0 A 3#1, 1#6G. 1 1/2" SERVED FROM 70-CPP-01-1 -- MEMBRANE BLDG.70-UV-010-2 UV CHAMBER 2 480 V 1 - 0.0 0 A 3#1, 1#6G. 1 1/2" SERVED FROM 70-CPP-01-2 -- MEMBRANE BLDG.72-P-110-A HYDROGEN PEROXIDE DOSING PUMP (LOC 1) 120 V 1 - 0.0 0 A 1#10,1#10N.,1#10G. 3/4" SERVED FROM 72-SCC-01 -- HYDROGEN PEROXIDE STORAGE BUILDING72-P-110-B HYDROGEN PEROXIDE DOSING PUMP (LOC 2) 120 V 1 - 0.0 0 A 1#10,1#10N.,1#10G. 3/4" SERVED FROM 72-SCC-01 -- HYDROGEN PEROXIDE STORAGE BUILDING72-P-110-C HYDROGEN PEROXIDE DOSING PUMP (SPARE) 120 V 1 - 0.0 0 A 1#10,1#10N.,1#10G. 3/4" SERVED FROM 72-SCC-01 -- HYDROGEN PEROXIDE STORAGE BUILDING72-SCC-01 PEROXIDE FEED SKID JUNCTION BOX 120 V 1 - 0.0 0 A 1#10,1#10N.,1#10G. 3/4" SERVED FROM 70-CPP-01 -- HYDROGEN PEROXIDE STORAGE BUILDING

90-AD-001-A COMPR 1 AUTO DRAIN 120 V 1 - 1.6 14 A LA 23 1#12, 1#12N., 1#12G. 3/4" PROVIDE ONE (1) NEMA 5-20R DUPLEX GFIC RECEPTACLE -- MEMBRANE BLDG.90-AD-001-B COMPR 2 AUTO DRAIN 120 V 1 - 1.6 14 A LA 22 1#12, 1#12N., 1#12G. 3/4" PROVIDE ONE (1) NEMA 5-20R DUPLEX GFIC RECEPTACLE -- MEMBRANE BLDG.90-B-201-A MEMBRANE BLOWER 1 480 V 3 40 43.2 52 A MSB 9 3#4,1#8G. 1 1/2" SERVED FROM VFD MAB1 IN ELECTRICAL ROOM 100/3 NF DISCONNECT MEMBRANE BLDG.90-B-201-B MEMBRANE BLOWER 2 480 V 3 40 43.2 52 A MSB 10 3#4,1#8G. 1 1/2" SERVED FROM VFD MAB2 IN ELECTRICAL ROOM 100/3 NF DISCONNECT MEMBRANE BLDG.90-CP-001 MEMBRANE AIR COMPRESSOR CONTROL PANEL 480 V 3 - 11.9 14 A HA 19,21,23 3#8,1#10G. 3/4" --- MEMBRANE BLDG.

90-DR-001-1 AIR DRYER 1 90-DR-001-A 120 V 1 - 1.6 14 A LA 31 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.90-DR-001-2 AIR DRYER 2 90-DR-001-B 120 V 1 - 1.6 14 A LA 20 1#12, 1#12N., 1#12G. 3/4" -- MEMBRANE BLDG.

MECHANICAL EQUIPMENT CONNECTION SCHEDULETAG Description LEVEL VOLTAGE PHASE AMPS PANEL CKT. WIRE SIZE CONDUIT SIZE REMARKSEF-1 EXHAUST FAN 3 Level 480 V 3 2 A HA 25,27,29 3#12,1#12G. 3/4" PROVIDE 30/3/3R DISCONNECT

RTU-1 ROOF TOP UNIT 3 Level 480 V 3 61 A HA 14,16,18 3#4,1#8G. 1 1/2" PROVIDE 100/3/3R DISCONNECTRTU-2 ROOF TOP UNIT 3 Level 480 V 3 30 A HA 8,10,12 3#8,1#10G. 1" PROVIDE 60/3/3R DISCONNECTRTU-3 ROOF TOP UNIT 3 Level 480 V 3 16 A HA 20,22,24 3#12,1#12G. 3/4" PROVIDE 30/3/3R DISCONNECTSP-L-1 WASTE PUMP 1 Level 120 V 1 6 A LA 43 1#10,1#10N.,1#10G. 3/4" --SP-L-2 WASTE PUMP 1 Level 120 V 1 6 A LA 45 1#10,1#10N.,1#10G. 3/4" --WH-1-1 WATER HEATER 1 Level 480 V 3 130 A 3#2/0, 1#4G. 2 1/2" --

TD

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SU

BM

ITT

AL

06/0

1/15

06/22/15

BID

SET

2

22

2

2

AD

DEN

DU

M 2

07/24/15

M M M M M M M M M M M M

VFD VFD VFD VFD VFD VFD VFD VFD VFD VFDVFD VFD

2000

380 380 200 200 200 200 200 80 80 200 200 20080 600

PANEL HA

125

PANEL LA

230

SEE EQUIPMENT SCHEDULESHEET E0.1 FOR FEEDERSAND DISCONNECTS ON LOADSIDE OF VFDS.

MAIN SWITCHBOARD (MSB) 2000 A, 3 PHASE, 3 WIRE, 480V BUS

2000/3

10-P-110-ARAW WATER

PUMP(LARGE)

NO.1

400/3350 ATLSI

250/3200 ATLSI

22-P-110-AMEMBRANEFEED PUMP

NO.1

55-P-110-AHIGH

SERVICEPUMP NO.1

90-B-201-AMEMBRANE

BLOWERNO.1

22-P-703CIP HEATING

CONTROLPANEL

CIPCONTROL

PANEL

130

70-CPP-01UV SYSTEMCONTROLPOWER

PANEL NO.1

UV SYSTEMCONTROL

PANEL

130

UV SYSTEMCONTROL

PANEL

400/3250 ATLSI

250/3100 ATLSI

80/3 125/3 125/3 600/3

RAW WATER PUMP STATION MEMBRANE BUILDING CLEARWELL

MTEMCPAD MOUNTEDTRANSFORMER

MTEMCPRIMARYFEEDER

400/3LSISPARE

400/3LSISPACE

250/3LSISPARE

125/3SPACE

100/3SPACE

250/3LSISPACE

N

N N N N N N N N N N N N N N N

22-P-110-BMEMBRANEFEED PUMP

NO.2

22-P-110-CMEMBRANEFEED PUMP

NO.3

90-B-201-BMEMBRANE

BLOWERNO.2

70-CPP-02UV SYSTEMCONTROLPOWER

PANEL NO.2

55-P-110-BHIGH

SERVICEPUMP NO.2

55-P-110-CHIGH

SERVICEPUMP NO.3

10-P-110-BRAW WATER

PUMP(LARGE)

NO.2

10-P-210-ARAW WATER

PUMP(SMALL)

NO.1

10-P-210-BRAW WATER

PUMP(SMALL)

NO.2

N

N

400/3350 ATLSI

400/3250 ATLSI

400/3250 ATLSI

COORDINATE VFD SIZE ANDREQUIREMENTS WITHMOTOR VENDOR. SEESPECIFICATIONS. 300A 300A 100A 100A 140A 140A 140A 60A 60A 140A 140A 140A

30

30/3

SPD

SURGE PROTECTION DEVICESHALL BE SURGESUPPRESSION, INC. #LSED-3N4-47 OR EQUAL WITH UL97A CERTIFIED LIGHTNINGPROTECTION.

SWF SWF SWF SWF

SINE WAVE FILTER BY VFDMANUFACTURER.

250/3200 ATLSI

250/3200 ATLSI

250/3200 ATLSI

250/3200 ATLSI

dv/dt dv/dt dv/dt

dv/dt FILTER BY VFDMANUFACTURER.

CORDINATE WITH RAW WATER PUMPVENDOR FOR EXACT LENGTH OF PUMPCABLES AND LOCATION OF CONTRACTORPROVIDED JUNCTION BOX FORCABLE/FEEDER CONNECTION.

2

250/3100 ATLSI

2

2

COPPER FEEDER SCHEDULECONDUIT CONDUIT

W.O. NEUTRAL

20

30

40

50

65

70

80

90

4#8, 1#10G

4#4, 1#8G

4#3, 1#8G

4#1, 1#6G

4#2/0, 1#6G

4#3/0, 1#6G

4#4/0, 1#4G

4#250MCM, 1#4G

4#500MCM, 1#3G

2"

100

130

150

175

200

230

255

380

600

800

4#4, 1#8G

4#12, 1#12G

4#10, 1#10G

4#8, 1#10G

1"

1"

¾"

2" 2"

4#6, 1#10G

4#1/0, 1#6G

4#6, 1#8G

2½"

3½"

(2 SETS) 4#350MCM, 1#1G

(2 SETS) 4#500MCM, 1#1/0G

G

WHERE THE FEEDER SYMBOL IS SHOWN WITH THE SUBSCRIPT "N" SUCH ASTHE NEUTRAL CONDUCTOR SHALL BE DELETED FROM THECONDUCTORS SHOWN IN THE FEEDER SCHEDULE.

20

CONDUCTORS THWN/THHN

WHERE THE FEEDER SYMBOL IS SHOWN WITH THE SUBSCRIPT "G" SUCH ASTHE GROUNDING CONDUCTOR SHALL BE DELETED FROM THECONDUCTORS SHOWN IN THE FEEDER SCHEDULE.

4"4#600MCM, 1#2G420 4"

1200

2000

(4 SETS) 4#350MCM, 1#3/0G

(5 SETS) 4#500KCM

1½"

2½"

4"

¾"

1½"

NO.

N20

¾" ¾"

¾" ¾"

1"

1"

1"1"

1½" 1½"

1½" 1½"

1½" 1½"

1½" 1½"

2"

2½"

2½"

4"

4"4"

4"4"

4"4"

3½"

SINGLE-LINE POWER DISTRIBUTION DIAGRAMNO SCALE

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(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

1/8" = 1'-0"

ELECTRICAL RISER ANDSINGLE LINE DIAGRAMS

E6.1

SSR

SSR

JUNE 2015

SSR

XLA-7575KVA

480-208Y/120V

TD

EC

SU

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ITT

AL

06/0

1/15

1#3/0 AWG CU.

MSB GROUND BUS

06/22/15

BID

SET

AD

DEN

DU

M 1

07/14/15

2

2

AD

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07/24/15

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DATE

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SHEET NUMBER

STAMP

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PROJECT NUMBER

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DRAWN BY

DESIGNED BY

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62



(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

ELECTRICAL PANELSCHEDULES

E8.1

SSR

SSR

JUNE 2015

SSR

Notes:

Valve Actuator 75822 VA 25.00% 18956 VALtg-Site 44 VA 125.00% 55 VA Total Demand Current: 292 A

Rec 6624 VA 100.00% 6624 VA Total Conn. Current: 364 AMotor 87598 VA 97.08% 85043 VA Total Est. Demand: 243068 VA

Ltg 4421 VA 125.00% 5526 VA Total Conn. Load: 302787 VAHVAC 90621 VA 113.99% 103300 VA

Load Classification Connected Load Demand Factor Estimated... Panel TotalsTotal... 377 A 364 A 354 A

Total Load: 103972 VA 100615 VA 98198 VA83 -- -- -- 2106 0 -- -- -- 8481 -- -- -- 2106 0 -- -- -- 8279 62-FV-710-1 20 3 2106 0 3 15 SPARE 8077 -- -- -- 2106 0 -- -- -- 7875 -- -- -- 2106 0 -- -- -- 7673 62-FV-610-3 20 3 2106 0 3 15 SPARE 7471 -- -- -- 2106 0 -- -- -- 7269 -- -- -- 2106 0 -- -- -- 7067 62-FV-610-2 20 3 2106 0 3 20 SPARE 6865 -- -- -- 2106 0 -- -- -- 6663 -- -- -- 2106 0 -- -- -- 6461 62-FV-610-1 20 3 2106 0 3 20 SPARE 6259 -- -- -- 2106 2106 -- -- -- 6057 -- -- -- 2106 2106 -- -- -- 5855 62-FRV-51-3 20 3 2106 2106 3 20 62-FV-910 5653 -- -- -- 2106 2106 -- -- -- 5451 -- -- -- 2106 2106 -- -- -- 5249 62-FRV-510-2 20 3 2106 2106 3 20 62-FV-810-3 5047 -- -- -- 2106 2106 -- -- -- 4845 -- -- -- 2106 2106 -- -- -- 4643 62-FRV510-1 20 3 2106 2106 3 20 62-FV-710-3 4441 -- -- -- 2106 2106 -- -- -- 4239 -- -- -- 2106 2106 -- -- -- 4037 CIP PUMP 1 22-P-710 15 3 2106 2106 3 20 62-FV-810-2 3835 -- -- -- 2560 2106 -- -- -- 3633 -- -- -- 2560 2106 -- -- -- 3431 10-CP-010 20 3 2560 2106 3 20 62-FV-710-2 3229 -- -- -- 443 2106 -- -- -- 3027 -- -- -- 443 2106 -- -- -- 2825 EF-1 15 3 443 2106 3 20 62-FV-810-1 2623 -- -- -- 3963 4434 -- -- -- 2421 -- -- -- 3963 4434 -- -- -- 2219 MEMBRANE COMPRESS... 40 3 3963 4434 3 30 RTU-3 2017 -- -- -- 11085 16905 -- -- -- 1815 -- -- -- 11085 16905 -- -- -- 1613 22-P-610B BACKWASH... 80 3 11085 16905 3 90 RTU-1 1411 -- -- -- 11085 8425 -- -- -- 129 -- -- -- 11085 8425 -- -- -- 107 22-P-610A BACKWASH... 80 3 11085 8425 3 50 RTU-2 85 -- -- -- 7705 2106 -- -- -- 63 -- -- -- 10123 2106 -- -- -- 41 XA-75 125 3 13479 2106 3 15 CIP PUMP 2 22-P-720 2

CKT Circuit Description Notes Trip Poles A B C Poles Trip Notes Circuit Description CKTNotes:

Enclosure: Type 1 MCB Rating: --Mounting: Surface Wires: 3 Buss Rating: 600 A

Supply From: MSB Phases: 3 Mains Type: MLOLocation: ELECTRICAL ROOM... Volts: 480 A.I.C. Rating: 22000Name: HA

Notes: SINGLE SECTION PANEL. OVERSIZE PANEL CAN TO ACCOMODATE ADDITIONAL CONDUITS.

Total Demand Current: 77 A

Ltg-Site 44 VA 125.00% 55 VA Total Conn. Current: 87 ARec 6624 VA 100.00% 6624 VA Total Est. Demand: 27877 VA

Motor 2880 VA 90.50% 2606 VA Total Conn. Load: 31309 VALtg 4421 VA 125.00% 5526 VA

Load Classification Connected Load Demand Factor Estimated... Panel TotalsTotal... 115 A 87 A 64 A

Total Load: 13479 VA 10123 VA 7707 VA83 space -- -- 0 0 -- -- space 8481 space -- -- 0 0 -- -- space 8279 space -- -- 0 0 -- -- space 8077 space -- -- 0 0 -- -- space 7875 space -- -- 0 0 -- -- space 7673 space -- -- 0 0 -- -- space 7471 space -- -- 0 0 -- -- space 7269 space -- -- 0 0 -- -- space 7067 space -- -- 0 0 -- -- space 6865 space -- -- 0 0 -- -- space 6663 space -- -- 0 0 -- -- space 6461 space -- -- 0 0 -- -- space 6259 SPARE 20 1 0 0 1 20 SPARE 6057 SPARE 20 1 0 0 1 20 SPARE 5855 Equipment ELECTRICAL... 30 1 3000 0 1 20 SPARE 5653 Other 20 1 240 0 1 20 SPARE 5451 Ltg ELECTRICAL ROOM 102 20 1 14 0 1 20 SPARE 5249 GAC CONTROL PANEL 20 1 600 0 1 20 SPARE 5047 Ltg-Site 20 1 44 0 1 20 SPARE 4845 Motor LOWER ROOM 105 20 1 672 0 1 20 SPARE 4643 Motor LOWER ROOM 105 15 1 672 0 1 20 SPARE 4441 PARKING LOT LIGHTING 20 1 120 0 1 20 SPARE 4239 Ltg 20 1 497 0 1 20 SPARE 4037 Ltg COMPRESSOR ROOM... 20 1 1191 0 1 20 SPARE 3835 Ltg MAIN ROOM 103 20 1 1303 0 1 20 SPARE 3633 Ltg LOWER ROOM 105 20 1 1416 0 1 20 SPARE 3431 90-DR-001-1 25 1 1632 0 1 20 SPARE 3229 22-CP-13 PROC SKID 3 RIO 20 1 1200 0 1 20 SPARE 3027 22-CP-12 PROC SKID 2 RIO 20 1 1200 0 1 20 SPARE 2825 22-CP-01 MCP 20 1 1200 180 1 20 ROOFTOP @ EF-1 RECEPT. 2623 90-AD-001-1 COMPR 1... 20 1 1632 540 1 20 ROOFTOP RECEPTS 2421 70-CP-02 UVT MONITOR 20 1 252 1632 1 20 90-AD-001-2 COMPR 2... 2219 22-STR-102-3... 20 1 120 1632 1 25 90-DR-001-2 AIR DRYER 2017 22-STR-102-2... 20 1 120 120 1 20 22-STR-102-1... 1815 22-CP-02 AUX RIO PANEL 20 1 1200 1200 1 20 22-CP-11 PROC SKID 1 RIO 1613 23-P-601A SODIUM... 20 1 384 384 1 20 23-P-601B SODIUM... 1411 23-P-701B SODIUM... 20 1 384 384 1 20 23-P-701A SODIUM... 129 23-AIT-210 CHEM SCALE 20 1 120 120 1 20 23-AIT-110 CHEM SCALE 107 SUMP PUMP 20 1 864 360 1 20 EXTERIOR RECEPTACLES 85 CHEMICAL ROOM... 20 1 720 900 1 20 LOWER TREATMENT... 63 MAIN ROOM RECEPTS 20 1 900 900 1 20 MAIN ROOM RECEPTS 41 COMPRESSOR RM... 20 1 900 360 1 20 ELECTRICAL ROOM... 2

CKT Circuit Description Notes Trip Poles A B C Poles Trip Notes Circuit Description CKTNotes:

Enclosure: Type 1 MCB Rating: 225 AMounting: Surface Wires: 4 Buss Rating: 225 A

Supply From: XA-75 Phases: 3 Mains Type: MCBLocation: ELECTRICAL ROOM... Volts: 120/208 Wye A.I.C. Rating: 10000Name: LA

Notes:

Valve Actuator 75822 VA 25.00% 18956 VALtg-Site 44 VA 125.00% 55 VA

Htg 51712 VA 100.00% 51712 VA Total Est. Demand... 1403 ARec 6624 VA 100.00% 6624 VA Total Conn. Current: 2036 A

Motor 994639 VA 89.14% 886623 VA Total Est. Demand: 1166595 VALtg 4421 VA 125.00% 5526 VA Total Conn. Load: 1692518 VA

HVAC 90621 VA 113.99% 103300 VA

Load Classification Connected Load Demand Factor Estimated... Panel Totals

Total Amps: 2036 A

Total Conn. Load: 1692518 VA

24

23 space 3 -- 100 A 022 space 3 -- 100 A 0

21 space 3 -- 250 A 0

20 space 3 -- 400 A 0

19 SPARE 3 -- 250 A 0 LSI

18 SPARE 3 -- 400 A 0 LSI17 PANEL HA 3 800 A 600 A 302785

16 CLEARWELL HIGH SERVICE PUMP 3 3 400 A 250 A 103092 LSI15 CLEARWELL HIGH SERVICE PUMP 2 3 400 A 250 A 103092 LSI

14 CLEAR WELL HIGH SERVICE PUMP 1 3 400 A 250 A 103092 LSI13 70-CPP-01-2 UV SYSTEM CONTROL POWER PANEL 2 3 250 A 125 A 46800

12 70-CPP-01-1 UV SYSTEM CONTROL POWER PANEL 1 3 250 A 125 A 46800

11 CIP HTG CONTROL PANEL 22-P-703 3 250 A 80 A 51712

10 MEMBRANE AERATION BLOWER 2 3 250 A 100 A 43232 LSI

9 MEMBRANE AERATION BLOWER 1 3 250 A 100 A 43232 LSI8 22-P-110-C 3 250 A 200 A 103092 LSI

7 22-P-110-B 3 250 A 200 A 103092 LSI6 22-P-110-A 3 250 A 200 A 103092 LSI

5 RAW WATER PUMP (SMALL) 2 3 250 A 200 A 67675 LSI4 RAW WATER PUMP (SMALL) 1 3 250 A 200 A 67675 LSI

3 RAW WATER PUMP (LARGE) 2 3 400 A 400 A 202026 LSI2 RAW WATER PUMP (LARGE) 1 3 400 A 400 A 202026 LSI

1 SPD 3 100 A 30 A 2 SURGE PROTECTION DEVICECKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks

Notes:

Enclosure: NEMA 1 MCB Rating: 2000 A

Mounting: FREESTANDING Wires: 3 Buss Rating: 2000 A

Supply From: Phases: 3 Mains Type: BREAKER

Location: ELECTRICAL ROOM... Volts: 480 A.I.C. Rating: 65000

Name: MSB

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B C D E F G

CHEMICALROOM

101

ELECTRICALROOM

102

MAINROOM

103

COMPRESSORROOM

104

LOWERROOM

105

MSBLA HA

XA-75

MAINDISTR.FUTUREDISTR.

VFD-MAB190-B-201A

VFD-MAB290-B-201B

VFD-RWP110-P-110A

VFD-RWP210-P-110B

VFD-RWP310-P-210A

VFD-RWP410-P-210B

VFD-HSP355-P-110C

VFD-B122-P-610AVFD-B222-P-610B

VFD-M122-P-110C

VFD-M222-P-110B

VFD-M322-P-110A

-2LA

-4LA -3LA

+64"

+64"

+64"

WP

WP

WP

WP

-5LA

-1LA

22-P-710

22-P-610-B22-P-610-A

90-B-201-A 90-B-201-B

90-CP-001

10-AC-01023-P-701-A

23-P-701-B

23-P-601-A

23-P-601-B

23-AIT-210

23-AIT-110

22-CP-02

22-CP-01 22-CP-11

22-CP-12

22-CP-13

22-STR-102-2

22-STR-102-1

22-STR-102-3

70-CP-01

70-CP-02

70-CPP-01-1

70-CPP-01-2

70-UV-010-1 70-UV-010-2

90-DR-001-1 90-DR-001-2

22-P-703

22-P-720

VFD-HSP255-P-110B

VFD-HSP155-P-110A

CIP PUMPS22-P-71022-P-720

90-AD-001-A 90-AD-001-B

62-FV-510-1

62-FV-510-2

62-FV-510-3

62-Fv-610-1

62-Fv-610-2

62-Fv-610-3

SP-L-1

SP-L-2

WH-1-1

SEE MECHANICAL EQUIPMENTSCHEDULE SHEET E0.1. TYPICAL.

SEE ELECTRICAL EQUIPMENTCONNECTION SCHEDULESHEET E0.1. TYPICAL.

-8LA

1#10,1#10N.,1#10G-3/4"C.

SINE WAVEFILTER

SINE WAVEFILTER

10-CP-010

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(615) 383-1113FAX: (615) 386-8469

www.ssr-inc.com

1/8" = 1'-0"

TREATMENT BUILDINGUPPER LEVEL - POWER

PLAN

EP1.2-02

SSR

SSR

JUNE 2015

SSR

1/8" = 1'-0"1 1 TREATMENT BUILDING UPPER LEVEL - POWER PLAN

4'4'4'4'0000 8'8'8'8' 16'16'16'16'

TD

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SEE SHEET EP1.2-01FOR 62-CP-01

CONTROL PANEL

06/22/15

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07/24/15