NC0063321_Authorization to Construct_20020430

NPDES DOCUMENT SCANNINO COVER SHEET
NC0063321
Cashiers WWTP #3
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
(
Authorization to Construct (AtC)
M'.nr.:.ws:fMSl lsl a .
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Meeting Notes
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 30, 2002
This; document is printed on ire -mete paper - ignore any
content on the reYerne wide

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Mr. Jerry R. King, Director
Tuckaseigee Water and Sewer Authority
32 Asheville Highway
Sylva, NC 28779
Dear Mr. King:
AVA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 30, 2002
Subject: Authorization to Construct Permit Issuance
ATC Number 063321ACF
Cashiers WWTP
NPDES Permit NC0063321
Jackson County
A request for an Authorization to Construct (ATC) was received by the Division February 24,
2000 and final plans and specifications for this project have been reviewed and found to be
satisfactory. Authorization is hereby granted for the expansion of the Cashiers Wastewater Treatment
Plant from 0.1 MGD to 0.2 MGD. Specifically, this ATC allows the installation of:
• 25,000 gallon equalization basin,
• 100,000 gallon extended aeration basin with coarse bubble diffusers,
• dual circular clarifiers (20 ft. diameter, 12.5 foot side water depth),
• dual multi -media filters (5 ft. diameter, 39 in. depth) with air/water scour and -
• backwash tank and holding tank
• backwash pumps
• dual backwash holding pumps to deliver backwash to head of the plant
• dual chlorination basin (appx. 5400 gallons) with chlorine feed and sulfur dioxide
dechlorination,
• post aeration (appx. 4100 gallons),
• 25,000 gallon digester with coarse bubble diffusers,
• RAS/WAS pumps, dual pumps with variable speed drive,
• 2 new blowers to deliver approximately 682 cfm each,
• and all additional piping, valves, control equipment and appurtenances.
The following conditions must also be met with this permit:
• The existing filters should be thoroughly evaluated to determine why they are not operating in
an optimal manner. Design of the filters appears adequate. The most current inspection report
indicates that the filters have been inoperable in the past. A report stating what has been
evaluated and what will be done to improve operation of the filters should be submitted to the
Asheville Regional Office, Water Quality Section, by June 30, 2001.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/ 1 O% POST -CONSUMER PAPER
VISIT US ON THE WEB AT http://h2o.enr.state.ric.Us/NPDES

• Mi. King
NC0063321
2
• The existing clarifiers are overloaded during peak flow times. If Tuckaseigee WASA does not
proceed forward with this expansion, the Division will require that the Tuckaseigee WASA
provide additional clarification to accommodate peak loading.
Once construction under this ATC has been completed and an Engineer's Certificate has been
submitted, the permittee is authorized to operate the treatment units listed above and the permitted
flow will be increased to 0.2 MGD, with permitted limits as specified in the NPDES permit issued April
21, 1998.
This Authorization to Construct is issued in accordance with NPDES Permit No. NC0063321
issued April 21, 1998, and shall be subject to revocation unless the wastewater treatment facilities are
constructed in accordance with the conditions and limitations specified in the permit.
The sludge generated from these treatment facilities must be disposed of in accordance with
G.S. 143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement wastewater treatment or disposal
facilities.
The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
Upon classification of the facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator to be in responsible charge (ORC) of the
water pollution control treatment system. The operator must hold a certificate of the type and grade at
least equivalent to or greater than the classification assigned to the water pollution control treatment
system by the Certification Commission. The Permittee must also employ a certified back-up operator
of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8G, .0202. The
ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility
at least daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions outlined in Title
15A, Chapter 8G, .0204. Once the facility is classified, the Permittee must submit a letter to the
Certification Commission which designates the operator in responsible charge within: (A) Sixty
calendar days prior to wastewater being introduced into a new system or (B) within 120 calendar days
of the following, (i) after receiving notification of a change in the classification of the system requiring
the designation of a new ORC and back-up ORC or (ii) a vacancy in the position of ORC or back-up
ORC.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for
the life of the facility.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance with
the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by G. S.
143-215.6 for violation of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject
the Permittee to an enforcement action by the Division of Water Quality in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.

Mr. King
NCQ063321
3
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed
in accordance with the NPDES Permit, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the NPDES Unit, Division of Water Quality, 1617 Mail Service
Center, Raleigh, NC 27699-1617.
One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Ms. Susan A, Wilson, telephone number (919)
733-5083, extension 510.
Sincerely,
47471-+
"fegory J. Thorpe
cc: Central Files
DES Unit, Permit File
Asheville Regional Office, Water Quality
Technical Assistance and Certification
Randy Beckner, P.E. Mattern & Craig
12 Broad Street
Asheville, NC 28801

SPECIFICATIONS FOR
CASHIERS WWTP EXPANSION
TUCKASEIGEE WATER & SEWER AUTHO ' Y
COMMJSSION NO. 1457H
February 2000
frici‘•"
9 •
SEAL
20366
‘8,;••.4"/CItif
tvadtestsif. os.
MATTERN & CRAIG
CONSULTING ENGINEERS • SURVEYORS
12 Broad Street
ASHEVILLE, NC 28801
DErRR - WATER QUALITY
POINT SOURCE BRANCH .r, _..•
APPROVED
North Carolina Enviitinmental- •
Management Cmnitilesion
Division of Water car
Dab {�2ii. ?i�o ,gpo2
Pewit #.....„,0C..006 33U.
ti71;A'
(Avei A s Corr A- S
Paitst9A) S M4�e
CP 1PCW to w 1114 ,1-T C-
F Mur (4 L t 4/oloZ
DESIGN COORDINATOR: Wm. James Jones,P.E.
[phone]

J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Randy W. Beckner
SINC Mattern & Craig
1978
CONSULTING ENGINEERS•SURVEYORS
APR 1 0 2002
L't IR • NrATER QUALITY
F(li-ii SOURCE BRANCH .ril 5, 2002
Susan Wilson, NPDES Unit
NCDENR, Division of Water Quality
Suite 942, 512 North Salisbury Street
Raleigh, NC 27699-1617
Dear Ms. Wilson:
Wm. Thomas Austin
Bradley C. Crag
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, III (Retired)
Re: Cashiers WWTP
ATC Permit No. 063321 ACF
Comm. No. 1457P
This is to certify that the revised foot print for the above referenced project as reflected on
Plan Sheet 3 revised 2/13/02, conforms with the buffer requirements set forth by 15A NCAC
2H.0219 (j)(5).
If you have any questions, please feel free to call.
.1/4`0sot CAR ctit;,
SEAL
20377
t 8
,,,,,,
RWB/ppb
Sincerely,
MATTERN & CRAIG
ce,
Randy W. Beckner, P.E.
Principal
cc: Jerry King, Tuckaseigee Water and Sewer Authority
•
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]

F VVATE9
r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Water Quality Section/ NPDES Unit
FAX TO: Randy Beckner, P.E.
Re.: Cashiers/ TWASA ATC
FAX: [phone]
4(02
FAX NUMBER: 423 245 5932
FROM: Susan A. Wilson, P.E.
PHONE: [phone], ext. 510
NO. OF PAGES INCLUDING THIS SHEET: 1
Randy - based on our conversation 3/20/02, I still need your stamp and signature confirming, if so,
that the plant layout conforms with the buffer requirements set forth by 15A NCAC 2H .0219(j)(5).
Specifically, that the plant is:
• 100 ft. from any residence
• 100 ft. from any water supply source
• 50 ft. from any stream, marsh, etc.
• 50 ft. from any property line
(This was required with the letter dated March 6, 2001, Item 11, and is required with any change in
footprint of the plant).
I am satisfied with the other items of the submittal. I'll be forwarding the ATC up to my supervisors
again for their review and concurrence (since there were public comments/concerns on this
expansion). I'll do that ASAP - and include your statement on the buffer requirements after I receive
them (that will not be holding anything up as long as you can get that back to me fairly soon). Kevin
Barnette with ARO is out on vacation - I have not received any comments from him on the revision,
but I'll be leaving him an e-mail and notify you if I do (other than the residuals holding capacity and
the concern about the filters, I don't remember that he had additional comments).
Thanks Randy.
Susan

ATC SUMMARY
SCOPE
Cashiers WWTP
Tuckasiegee WASA
ATC No. 063321ACF
UT Chattooga River, B-Trout ORW
Savannah River Basin, 031301
Jackson County
The scope of the project includes the addition of a parallel treatment system to expand the
permitted flow from 0.1 MGD to 0.2 MGD. The proposed project provides additional EQ capacity,
new chlor/dechlor facilities, additional tertiary filtration, post aeration, as well as extended
aeraion/clarification. Two new circular clarifiers will be added with this expansion. The new
circular clarifiers theoretically should provide better treatment during peak flows (existing clarifiers
are actually undersized for peak loads).
REVIEW SUMMARY
Executive Summary
The subject facility received the most recent NPDES renewal permit April 21, 1998. A public
hearing was held regarding the NPDES permit. The Director approved the issuance of the permit
with the phased flows of 0.1 MGD and 0.2 MGD [the 0.2 MGD flow limits were held at constant
loading]. The facility was required to install standby power and noise reduction on the blowers.
The facility is currently at 0.1 MGD permitted flow. Per ARO, the facility does experience peak
flows during the summer months.
DWQ has received letters and phone calls from citizens objecting to the expansion. This ATC will
be forwarded for review and approval.
Project Number: (1457P)
Applicant:
Mr. Jerry King
Tuckaseigee WASA
P.O. Box 1051
Sylva, NC 28779
Application/Plans Prepared by:
Randy Beckner, P.E.
Mattern & Craig
12 Broad Street
Asheville, NC 28801
Significant Dates:
Received: 2/24/00
RO comments: 5/10/00 (and again 3/01 & 6/01)
Reviewed: 12/00 (and again 7/01; and again 10/01)
Addinfo (via fax): 10/8/01, clarification on many issues
Received addinfo: 11/5/01
Submitted to Supervisors for review: 11 / 19/01
(Discussions prior to Christmas Holidays - should send another addinfo to
consultant regarding sludge holding tank and aeration in EQ basin)
Addinfo (after discussion with consultant 1 / 14/02): 1 / 15/02
Received additional info (from inquiry 1 / 15/02): 3/13/02
Faxed request for buffer requirements 4002
02
4
Project Location:
Jackson County
1

Quadrangle: G6SE
Facility status: Existing
Wastewater source: Domestic
Estimated Project Schedule:
Unknown - dependent on funding availability
Submissions:
• Letter of Transmittal
• Engineering Plans / Specs
Reference: Metcalf & Eddy, 3rd ed.
I0 States Standards
Equalization basin:
1 - new, - 25, 000 gallons (confirmed), with coarse bubble diffusers
Equalization required (25% of permitted flow (0.2) = 50,000 gals.)
Existing EQ = 25,000 gals.
Total EQ = 50,000 gals
Plan configuration indicates flow may be transferred between both.
Aeration basin:
1 - new, - 100, 000 gallons (confirmed); coarse bubble diffusers
Existing = - 100,000 gallons
Dt = 24 hrs (extended aeration, OK)
Air requirements (for aeration basin) :
Mixing - 25 cfm * aeration volume (gals)/ 1000 * 7.48 = 668 cfm (using 200,000 gals.
aeration volume)
BODS & NH3-N removal
BODS = (225 mg/1- 15) * 0.2*8.34 = 350 lbs BOD5/day * 1.5 = 525 lbs 02/day
NH3-N = (25-2)*0.2*8.34 = 38 lbs NH3-N/day * 4.6 = 175 lbs 02/day
Total air requirement = 700 lbs 02/day
CFM = lbs 02/day / (density of air * % 02 in air * 02 transfer eff of coarse bubble diffusers
* 1440 min/day) - compensating for 3440 ft elevation difference (effects density of air)
= 700 / (0.066 * 0.2 * 0.075 * 1440) = 491 cfm
Air supplied (new) 2 @ - 682 cfm = 1364 cfm (slightly lower with elevation)
Existing air (per consultant) = 553 cfm
Total air = 1577 cfm
Air (for mixing, general) = 25 cfm * aeration volume (gals) / 1000 * 7.48
= (25*200,000)/(1000 * 7.48)
= 668 cfm
2

Clarifiers:
2 - new, - 20' Dia., 12.5' - SWD (typical, OK), prefabricated steel construction
Existing = 12' x 24' x 14'-6", SA = 288 ft2
Loading = 100,000/288 = 347 gpd/ft2; Peak loading = 250,000/288 = 868 gpd/ft2 (high, > 800
gpd/ft2))
* NOTE: The existing clarifiers, while not being removed, will not need to be used with the
expansion - and are not intended to be used for clarification with the expansion. The new dual
circular clarifiers will be able to accommodate the entire expansion flow of 0.2 MGD.
Volume (of 1) = -29,400 gal.
Loading = 100,000/ 314 = 318 gpd/ft2 (each, OK, ME, p.588)
Loading (peak) = 250,000/314 = 796 gpd/ft2 (OK, M&E)
Weir = 112' ; weir loading = 888 gpd/ft (OK)
Dt =-29,400/100,000 * 24 = 7 hrs (at Qavg); > 3 hrs, OK
(The second clarifier will meet this same criteria).
Filters
2- new, 5' - dia; 39" depth; tri-media, anth. /sand/gravel [dual filters, 1 unit with (water & air scour)
backwash pumps, tank, etc.j.
Existing - 2 (same dimensions as above)
SA = 19.6 ft2
Loading = 100,000 gpd/ (19.6 * 2) = 2551 gpd/ft2 = 1.77 gpm/ft2 (OK, M&E, p.681, 2-10 gpm/ft2)
Peak = 4.4 gpm/ft2 (OK, 10 S.S.)
Backwash tank & holding tank volume: 2950 gals.
Backwash pumps: deliver minimum of 15 gpm/ft2
Backwash holding pumps: 2, each at 70 gpm (100,000) @ 14' TDH [delivers backwash water to
head of the plant/ EQ1
*NOTE: There have been comments that the existing filters are not properly functioning (this was
brought up in the inspection report). This information was also passed along to the consultant
with the addinfo fax sent 10 / 8/ 01. This information was also verbally passed along to the
consultant and it was recommended he pass it along to the owner (a statement regarding O&M of
the filters will be put in the ATC). However, the design specs at average and peak flow theoretically
appear fine. I cannot comment on this as far as the design of the filters are concerned.
Chlorination/dechlorination
New - dual chlorine contact basin with dual dechlorination (Ci2 and SO2); dual feed with automatic
switchover on chlorine.
Chlorination basin volume: -5400 gal (total)
Dt = 5400 gal/200,000 gpd = 39 minutes, (OK); 15 min. at Qp (OK)
Post aeration:
New - volume -4100 gal
Dt = -4100 gal/200,000 gpd = 30 min. (OK)
3

Digester
• Based on design revision received 3/13/02, the consultant redesigned the new digester
for volume of 25,000 gals.
New - - 25,000 gal. With coarse bubble diffusers
Existing - 15,110 gals (per consultant)
TOTAL VOLUME: 40,000 gals. (Aeration volume was increased accordingly)
Needed volume (for 30 d holding) :
= 0.2 *8.34 * (220-15) * 0.65 #sludge/# BOD5 removed = 222 # sludge/d
222/(0.02*8.34) = 1331 gal/d * 30 d =-40,000 gals
0.2 * 8.34 * (220-15) * 0.75 #sludge/#BOD5 removed = 256 # sludge/d
256/(0.02*8.34)=1538 * 30 d = - 46,000 gals
(0.65-0.75 lbs VSS/lb BOD5 - M&E, Table 8-7; 2% solids, M&E, Table 12-8]
-or-
10 SS (Chptr. 80, 85.31), Extended aeration activated sludge = 3 ft3/ Population Equivalent
Pop. Equiv. (P.E.) a. 100 gpd/person (assumed, ref. M&E)
Needed volume= 3 ft3 * (200,000 gpd/ 100 gpd/person) = 6000 ft3 = - 45,000 gals.
(The consultant has provided adequate calculations indicating that 40,000 gals total capacity is
required to conform with the 30 day holding time. This will be adequate.).
NOTE: This facility has residuals hauled by a septage hauler to a local POTW (not a land
application site) .
RAS/WAS pumps
2 variable speed drives; 25 - 104 gpm (67' to 6' TDH)
Total air:
EQ = 1.25 - 2 cfm/ 1000 gals [M&E] * 50,000 gals = 62.5 - 100 cfm (must provide 10-20 cfm/ 1000
ft3); (with the 3/02 revised plans, consultant added 25 cfm/1000 ft3, for a total of 84 cfm
to the new EQ basin)
Digester = 30 cfm/ 1000 cf * cf/7.48 gal * 40,680 gals = 163 cfm (revised to this with 3/02 plans,
for 40,000 gal capacity)
Post air = 20 cfm/ 1000cf * 875 cf = 17.5 cfm
Total air supplied (1917 cfm) : 2 @ - 682 cfm (new train, 2 new blowers)
553 cfm supplied for the existing train (2 blowers).
Adequate to meet the estimated air requirement of (668, total aeration basins + 163, total digesters
+ 167, total EQ + 60, air lifts + 25, post air) = 1083 cfm
Like the existing blowers, the new blowers will be insulated and enclosed.
Standby Power:
Engineer has submitted signed/sealed statement indicating that current standby power is
adequate to handle additional components.
4

c
Synopsis of Public Comrnents & Summary of Project
I have received several letters on this project and have spoken with concerned citizens in the
Cashiers area. The written comments are submitted with the package for the ATC.
Summary of comments:
• One request to not issue the ATC permit
• Complaints re. noise/odors
• Concerns regarding adequate water supply (there is no community system in Cashiers -
homeowners have individual well systems).
• Concern over adequacy of package plant to meet limits
• Concern over pollution in stream
• Concern over adequate buffer between treatment plant and homes
• Concern over loading and peak loading at the existing plant and for the proposed plant
The Cashiers WWTP (Tuckasiegee WASA) was originally permitted in 1986. This portion of the
Chattooga River and headwaters were classified ORW in 1989. Due to public comment and
concerns, a public hearing was held on the NPDES permit renewal January 12, 1998. (The flow of
0.2 MGD was contained in that draft permit and the permit prior to that one; the plant is
currently operating at 0.1 MGD) . The hearing officer recommended issuance of the permit with the
requirement of standby power and noise reduction for the blowers (enclosed, insulated) .
The plans/specs were reviewed to determine the ability of the new and existing plant to meet the
more stringent requirements for the flow of 0.2 MGD. The plant, theoretically, and if properly
operated and maintained, should be able to comply with the limits for 0.2 MGD design flow. The
proposed components were evaluated for the design flow of 0.2 MGD and for peak flow conditions.
Buffer requirements are met. Existing standby power is adequate to run the new components.
The new blowers will be enclosed in an insulated building, similar to the existing blowers.
Due to concerns over the operation of the existing filters, a clause will be put in the ATC stating
that the owner fully evaluates the operation/maintenance of the existing filters to determine any
cause of problems.
The existing clarifiers are not sized to adequately handle peak flow conditions. Since there is still
some concern as to whether or not Cashiers will receive funding for the expansion, a clause will be
put into the ATC that Cashiers must reassess/modify the existing clarifiers should expansion not
take place and the new dual clarifiers not be built.
5

• •
Chronology of Events:
4/21/98 - NPDES permit (most recent) issued after public hearing with the following limits:
Parameter
Flow ,
0.1 MGD
0.2 MGD
BOD5
30/30 mg/1
15/ 15 mg/1
NH3-N
No limit
2.2/ 4.8 mg/1
D.O.
6mg/1
6mg/1
TSS
30 mg/1
30 mg/1
Fecal coli
200 #/ 100m1
200 #/ 100 ml
Tot. Res. Chlorine
28 ug/1
22 ug/1
Spec. conditions: Noise reduction, standby power, sewer line approval
9/30/96 - ATC for expansion from 0.1 MGD to 0.2 MGD.
10/9/98 - ATC issuance (ACC) for standby power and noise reduction.
10/29/98 - Returned ATC request - didn't have correct information.
1 /25/99 - ATC resubmital request.
9/ 1 /99 - Returned ATC request because ATC (ACC) was not yet built - couldn't accept until
standby power and noise reduction were completed.
4/27/00 - Accepted ATC request dated 3/6/00 - the current ATC request to revise 1996 request
for expansion.
3/14/02 - Division received the renewal request for the NPDES permit (acknowledgement letter
3/14/02)
6

REc ib 6't 5JLJ
�2�ypo v 5Z i?
Mattern & Craig
CONSULTING ENGINEERS• SURVEYORS
J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Randy W. Beckner
Wm. Thomas Austin
Bradley C. Craig
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Scan H. McGhee. III (Retired)
March 6, 2002
NCDENR, Division of Water Quality
Susan Wilson, NPDES Unit
Suite 942, 512 North Salisbury Street
Raleigh, NC 27699-1617
Re: Cashiers WWTP
ATC Permit No. 063321ACF
Comm. No. 1457P
Dear Ms. Wilson:
The following are our responses to your comments of January 15, 2002:
1. Aeration has been added to the EQ basin. Revised air calculations are attached.
2. The sludge holding tank has been revised to 25,000 gallons, providing atotal of40,000
gallons of holding capacity. Revised calculations are attached.
3. No response required.
4. A revised piping Plan Sheet 3 is enclosed.
Also enclosed are revised Plan Sheets 3A, 4, 4A, 9, 9A and 14 reflecting these changes. If you
have any questions, please feel free to call.
RWB/ppb
_.H11tltriit
eettotuttttN
s
•
•
•
•
•
•
•
41.
.1110
.16
Sincerely,
MATTERN dz. CRAIG
Randy W. Beckner, P.E.
Principal
cc: Jerry King, Tuckaseigee Water and Sewer Authority
Kevin Barnette, Asheville Regiot*.al Office
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]

9. Drive System
a. A V-belt or coupling drive may be used. An appropriate service
factor shall be applied. A suitable guard meeting OSHA
specifications shall be supplied.
b. The motor shall be sized for appropriate horsepower, RPM and
other appropriate electrical characteristics as determined for the
application, but shall be 20 horsepower as a minimum.
10. The blowers shall be Universal RAI, as manufactured by Roots Division of
Dresser Industries, Inc. Each blower shall be capable of producing 682 SCFM @
5 PSI at sea level, 70F. Project site elevation is 3440 feet. Blowers shall deliver
the required volume at 3440 feet at 90F. Motor shall be 30 HP, 240 VAC, 3
Phase.
11. Non -corrosive autotrol flexcap coarse bubble air diffusers shall be spaced
approximately forty eight (48) inches apart and located along one wall of the
process tanks. The diffuser drop pipes shall be galvanized steel sch. 40 one inch
minimum inside diameter and each assembly shall be designed and installed so as
to be removable for cleaning without disturbing the operation of the plant. Each
drop pipe shall be equipped with an air control valve and union for quick
disassembly.
12. All valves shall be bronze/brass body full port 1/4 turn ball valves.
13. Blowers shall be enclosed in an insulated, fiberglass enclosure with positive
ventilation to operate one blower at full design without overheating. Enclosure
shall be manufacturers standard colors, to be selected by engineer. Enclosure
shall be designed for outdoor use, and shall include UV inhibitors.
F. SURFACE PREPARATION AND CORROSION PROTECTION
1. All steel surfaces shall receive a near white blast to remove rust, mill scale and
weld slag. Blasting shall be accomplished indoors using steel shot to produce a
mil profile for optimum adhesion of the paint. Sand blasting shall not be
accepted.
2. All prepared surfaces shall be thoroughly dry and free from preparation dust and
foreign matter prior to the application of any coating. Craftsmen applying
protective coatings shall be thoroughly familiar with the application guidelines
and preparation requirements of the product to be applied. All materials shall be
evenly applied and shall be free from obvious defects.
11251 - 6

Mattern & Craig
PROJECT e-ra t w w
TYPE
CONTENTS 3 t.,_.I o g.. s te% 4 L�
CONSULTING ENGINEERS•SURVEYORS
DATE Z _ . o COMM NO.
PREL. FINAL I ,- SHEET NO.
CAL. BY lan y--) CKD.BY
IA 5 5 G' •.. cs c a r11 / ,Q
Irf
�bs j !b 0-0
gQfriai J
llob 0m(.1 ite, 3g4 t 7-4''-is) 9eZ.r1�'
3 01 L 6_5 5 lts z y
C... tot-4 c c... fi atr C:i`(
T/z— 0
3 n d• 7 5" = 32— 1\.s
L. 1 !o
0 . d L.
-3� 7, 't v [...A-( ! 3 .5- Co l9
r`s
tiK
3 v D l 1 3. 1, 4- (--e
IEXHIBIT

,Z7(1
1978
Mattern & Craig
PROJECT a ✓a b 14tae.4 w 14.1 r�►
TYPE
CONTENTS ' ?D J , rr a",4 t_ 4 Iiz.. IZt t .
CONSULTING ENGINEERS•SURVEYORS
DATE z • I ?- 0 L COMM NO.
PREL. FINAL - SHEET NO.
CAL. BY t%•De-t CKD.BY
J-U a 177 O f A/ r4 t- "4- 1 /Z, r _ or
L J t► a." /4. AD M f yi,v
b t izr.
Vr 4 +r-, e.
r
L1 pI to f3 e3 Lr,c..d.
IZ L. 1"' /o R- ,12
z to - `to C-1:711-1
/ 000Fri
u .1 a- 3 v
t oov Fri
d Lo o Lep'1 x SFr
/.„
1 l0 3
i=4. 13i p ss,J
V = Z s; o� ca �--P
1� �, ,►..% C fie^ J
-- Zo-3o C,tc"r1
t d o • mr-'
S 1 - L. . - 0....r/ /
Er-% ! L- ly
pD. d37.3
E.I`A d- p, 3' 7 33
c "' t"7"3 7 itze !v-(
EXHIBIT

PROJECT C_A 4
Mattern & Craig
CONSULTING ENGINE R.S•SURVEYORS
TYPE
CONTENTS A GALA i 7e rJ
DATE COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD.BY
/4 Gr le- Art vtit
b� �G.s
trQ, 54 ssw1
A 114.
' sr 4 ttt..
. + i2- 13 L. 0 w Lrn..
Cl.o Fa. a'
FOIL
Pr,
3 5-0
io 3 1 °TA t... r'eill_ 4-0 oc'c,�
3 a — t7nq a Tit-Alei
Z 5`
Z•2 3,
cz-t'
C07004ciTy)
1-1../ 0 c w are4 /Z- ,P Lo4 ,✓ r)
7 5o
to .3
EJ
Z.
Ltd/ in, "/ t, ' b L t u./ L r.;.
c_ac r A r- /-L 01.v r—
IQ-Gle-ionaaJ
14 l tt.
Pasr ,4,,t
et
344o t 7
"v° et,/
S "7,5fI. Pi
L L,r-.r-t
EXHIBIT

PROJECT e Fa,* k,4_.s
TYPE
CONTENTS z� COL .5 1r 1-1-1LTir/ •�
1978
Mattern & Craig
CONSULTING ENGINEEIZS•SURVEYORS
DATE z. - z COMM NO.
PREL. FINAL SHEET NO._
CAL. BYO CKD.BY
M► 1~w o B L-a w t rp..4 `' 6 iE- pi.-.¢.vr— o.. s c. y
EXHIBIT

PECIEICATIONS
Rootsiegrei3w-eia� o
ROTARY POSITIVE BLOWERS,
FRAMES 22 THRU 718
OPERATING PRINCIPLE
F,srnr:r:t 9e.il1C42 F Tn:)N3
f"JSITX:r4 4
Two figure -tight tcbe in -.peters mol:nled can parallel shahs rotate In opposite clirecticns. As
each impeller passim the blazer intr3t, i1 traps a Ce.linife volume of sir and carries it erctlrrJ the coo
lo Ilia blower euilel, where the air Is Clsci' arged. With constant sr -and cperaticn, the displaced
vclume. Is essentially the same regardless of (:ro.sero, ;ornparature o: Caromutric pressure.
Timing gears control the relative pasifirn of the impellers to each other sty.] tozir.1ain small but
delirJlc ciea.renous. This arows cpralien being required inside the sir casing.
OUTLINE DRAWING & DIMENSIONAL TABLE
INLET 8 CiSCHAR3E CONNECTIONS TQP D4CHAR GE
-•
PAF
TOR
_
AX
SHAFT -
:.
AX
1.
7.o
DI
1
I--
I
-I BOTTOM
SHAFT -
LEFT C63CHAADC
VERTICAL CONFIGURATION
A r--A-
BOTTOM DISCHMICE
AIGHT DCSCHARGE
HOR ONTAL COIIFIGURATiON
Friri•sill:,
' A
f5
C ;
Drier 0dt kcdoa'
O :
a .'
, P
R
Hat.Dla
U
.144nra�
r
1rJeq S
c* eh. •
.•
• A$
1
Alt;
AyaL.
I4.t t
1U
^D' ;
&iaie
Us&
D1
To
Rur1
02
Rn11
22
24
32
33
36
42
45
47
53
34
69
03
611
615
70
711
719
6.13
5.13
7.23
7.1'5
7.25
coo
a.CO
8.00
1050
1030
1050
11.00'
1100'
1100*
1400"
14.1X.r'
14.0 --
5.00
7.00
6.75
7.6.5
10 00
7.25
tow
11.75
83a
11.00
141)3
10 03
13.07
2000
11.7.5
1675
2375
0.75
11-75
1125
12.13
14 63
law
1550
17..63
1.531
16.0D
21.1a
19.37
21.33
2433
19.94
25.13
32.19
3.75
3 75
6.00
500
6-00
8.25
625
625
623
6.25
425
9.75
475.
4.75
11.0)
1150
11,3.)
6.25
47.5
9.50
43)
S.50
l•0.:6
10.25
1025
11,2,,
1125
11.75
14.76
14.75
14,75
18.00
1444)
18.00
3.71
3.73
5.0.1
5.0:
6.0)
6.:7
6.2515,0610.63
6.23
6.75
6.75
073
4,75
8.73
0.75
1 3.40
11.34)
11.00
2,.1
0,(7
12.11
1241
12.81
13.0-1
15.c6
1739
1736
17,36
21.63
21 as
21,63
28.13
26.13
26.13
Ono
0 80
8.96
000
8.138
10r,3
1030
11.35
1225
12 25
15.1 e
15 13
15.25
20 03
19 0)
19.50
1735
6 26
7.75
7.76
7.75
075
8.75
053
1025
1130
11 03
12.75
12.75
15.63
13 3r
17.0)
17.05
5174.
6 00
875
6.75
6.75
925
8.25
025
8.75
ars
&75
11.75
11.75
11.75
14.50
14.50
14.50
,(23
.625
.730
.760
.733
.676
.876
.976
1.12s
1,125
1.125
1.373
1.375
1.375
1,5(12
1S66
t
.188 x.304
.188 x.004
.140x,034
.168x.034
.13D x ,74
.108f:1)94
.taax.CA4
.189x.0.14
.253x.125
.250x.125
.253 x .121
.317 x ,15.6
.312 f:.155
.312. x.130
.37.5 f:.163
.375 x.1113
.3751 .103
1.0 NPT
2.0 1.4PT
125!VT
2.0 WI
2.3 t4 T
1.514PT
255IIPT
3.0.111T
2.51a•T
4.31.0T
4.0I'41.7
3,0 Na7
5.0 t4PT
60FLG
4.0 N'T
40 rLG
8.0FLG
9.25
9.25
12.13
12.13
1213
110
13.63
1369
17.25
17
17,25
19.75
12.77
19.76
23.25
2325
2,3. 6
1.25
1.73
1.75
1,73
1.75
7.40
2.00
2.01
2.50
2.50
2.50
3 3d
340
3.0
350
3.50
350
32
43
fd
74
102
00
109
12a
143
173
261
245
205
425
403
530
656
- ' 17,0) in h rizOnlal uxli uvlirl A$ Oinanimi 91 L'd14d
:1.Cn r, t.:rtr .:11 ryy41;tr. 1 qr.
BASIC BLOWER
DESCRIPTION
Universal RAI blowers are heavy
duty rotary blowers designed with
detachable rigged steel mounting feel,
which permit easy in -field adaptability
to either vertical or horizontal Instal-
lation requirements. The Universal
RAI blowers can even be hung tram
overhead supports.
Because of the detachable mount-
ing feet, these units can be easily
adapted to any of tour drive shaft
positions - right hand, left hand, bot-
torn or top. The compact, sturdy
design is engineered for continuous
service when operated in accordance
with speed and pressure ratings.
The basic model consists of a
cast iron casing, carburized and
ground alloy steel spur timing gears
secured to steel shafts with a taper
mounting and locknut, and cast iron
involute impellers. Oversized anti•
friction bearings are used. with a
cylindrical roller bearing at the drive
shaft to withstand V-belt pull. The
Universal RAI features thrust con-
trol, with splash oil lube on the gear
end and grease lube on the drive
end. After standard tests, the unit
is sprayed with a protective paint
and boxed or placed on skids.
Available accessories include
driver, relief vahve, inlet and discharge
silencer, inlet filter, check valve, ex-
tended base, V-bell or flexible cou-
pling and drive guards. [`
EVERY GROWING PLANT NEEDS ROOTS

PERFORMANCE TABLE
t
T•; 'ur
.: 4'fsiA
•dfft
"..
Gi1.1
i'rey
R
.q_ 1` B14P
'6
,�
2
41
:-66'
�
1:0
" 04--7,..--.--....,...
1.3
1,9
-11.1,'I
, Erzt? -
'39 1.6
=86 ..2.3:..64
4.- ,.
ti . :.
' 38 1.8
'2-.2.7.
..
36 2;1
-.63 3,1
' ili, r..<
• rylc.- :-
-
32 •.;. 2.8
59 .:4.2
: {t� �k
"Y
31 . 3.1
57 4.5
i
29 3-3
55 4.9
:,16P&I f:
`J.
_
!
4
14
15
e
> 4.
'
20
---:53
4•�t..
i I�'
-0.3
4:
:�,1'
22
1160
$500
5276
10
49
76
_42
. 0,6
0.8
7
48
73
0A
02
12
4 - 0.3
43 1,1
70 1.6
1150
24
'0.3
10
0.4
15 06
"-11,
0-13
8 0.4
i
6
.42
r 0
' 24
36C0
102
.0.8
97
1.3
93 1.8
89
23
," 89. 2.8
63 3.3
81.. 3.8
14
-.69
:3t6,:
5275
156
1.2
1.50
1.9
146 2.7
143
.3.4
-140 .42
'137. 41.9
135..5.E
15
'1111
:5.8
1180
40
0.4
34
0.6
39 0.9
27
1.1
-:: 24 1.3
" 21 1.6
19 1.6
'
10
18
1.3
92
28C0
113
1.0
109
1.6
104 2.1
101
2_7
- fill 3.2
95 3.8
93 42
80
6.0
84 63
82 7.1
77
8,7
15
78
4,5
36C0
149
1,3
14-4
20
140 2,7
137
3.4
134 4.1
131 4.0
129 5.5
122
7.7
123 8.4
118 9.1
113
11,2
15
114
5,8
11E0
55
0,5
46
08
43 1,1
39
1,4
35 1.7
31 2.1
28 2,4
10
27
1,7
33
286.0
156
1.2
149
2.0
144 27
140
3.5
136 42
11.12 •5.0
129 5.7
126
0.0
118 8_7
116 9_5
14
113
5.6
3550
265
1.6
193
23
193 33
189
4.5
185 5.4
181 6.4
170 7,4
170
10,3
167 112
165 12.2
15
159
7.6
118)
95
0.7
E15
1.2
78 1.7
72
2.3
66 25
61 3.3
57 3.8
10
55
2.7
36
28C0
262
2.0
253
3.3
245 4.5
239
5.8
234 7.0
229 9.3
224 9.5
12
213
7.9
366.0
344
2,3
334
4,5
327 6.1
321
7,7
315 9,3
31010.9
306 125
15
278
12,7
660
36
04
12
0.6
28 0.9
24
1,1
21 1,3
18 1,5
15 12
2
19
1.1
42
1760
92
0.6
67
1.5
82 1.8
78
2.2
75 2.7
72 3.1
69 3.6
62
5.0
60 6.5
59 52
14
56
3.5
3600
234
1.7
1E8
2.6
194 3.6
190
4,5
195 5.5
183 6,4
181 7.4
173
10.2
171 112
169 12_1
163
15.0
15
164
7,5
610
79
0.6
68
1.1
50 1.5
53
2.0
43 2.4
42 2,9
37 3.4
8
46
1.5
45
' 1760
180
1.3
177
2.2
109 3.1
102
4.1
154 6.0
151 5.9
146 6.9
133
3.6
12
134
5.8
3660
410
3.4
4C0
5.3
292 7.2
68-5
9.1
379 11.0
374 12.9
359 142
356
20.5
15
339
15.0
860
105
0,9
92
1.4
82 2.0
73
2.G
005 3.2
59 3.8
53 4.4
8
63
2.5
47
1760
249
1.6
236
2,0
225 4.0
217
5,3
2C{g 6.51
203 7.7
19r1 8.9
12
181
7.5
3333
542
4.5
523
7.0
519 9.5
510
12,0
503 14.3.
496 17.0
493 19_
15
452
19A
703
72
46
63
1.0
56 1,4
51
1,8
46 2,2
42 2.6
30 3.0
10
3G
2,2
53
1793
211
1.7
2D3
2,7
136 3.7
191
4,7
186 5.7
161 6.7
177 7.7
167
10.8
103 11.8
1E0 12.8
14
155
7.5
2350
355
3.3
346
5.0
340 6.6
334
8.2
329 9.9
325 11.5
321 13.2
310
18,1
307 19.7
201 21.3
295
26.2
15
235
132
703
123
0.3
110
1.6
100 2.2
92
2.9
65 16
78 4.3
72 4.9
10
70
3.5
65
1760
352
2.6
345
4,6
335 G.0
326
7.7
319 9,4
312 11.1
3119 12.8
290
179
14
276
123
290
5,96
5.2
515
9.0
575 10.7
667
13.5
EEO 16.2
553 19.0
647 21.7
531
300
15
510
21.9
71)3
187
1.2
170
2.2
156 3.2
147
4.2
138 5.1
133 6.1
6
135
4.1
59
17800
523
3.9
513
6.4
500 8.9
490
11.4
48 13.2
472 163
45118.5
12
445
15.6
26 0
881
7.8
065
11.0
.052 15A
4342
19.9
622 23. !
824 27.9
816 31.9
15
770
32.1
71))
140
1.0
126
1.0
116 2.6
147
3.3
1 C0 4.1
93 4.8
85 6.5
70
7.8
12
71
4.7
65
1760
4C0
3,4
387
53
377 7,2
368
9.1
360 11.0
353 12.8
347 14.7
330
20.4
32s 22.3
920 24.2
307
298
16
340
15.
2250
546
5.2
532
7.7
522 103
513
12.6
54'6 151
499 178
432 26.3
475
27.4
470 33.4
4110 32.9
462
40.5
15
445
21.E
7C0
224
1.5
233
2.7
187 3.9
172
5.1
160 6.3
149 7.5
13) 5.7
10
135
62
GO-
1750
643
4,9
621
7.9
639 10.9
591
14.0
579 17.0
557 20.0
557 "23.1
5.3)
32.2
522 35.2
515 38.2
15
435
23.5
23.50
676
7.3
855
114
838 15.4
824
19,5 •r112
23.55
001 27.6.
797 31.0
753
432
755 47.0
746 51,5
16
715
340
7C0
424
2.6
389
4.8
351 7,1
323
9_3
Zj.Q.L11.6
279 13.8
8
292
9.1
615
1761)
1205
8.1
1164
13.9
1133 19.5
1107
252
1004 33-1i.
1053 20.6
12
397
35.0
2350
1641
11.9
1631
193
1570 27.0
1544
34.6
1521 43.2
1,`l30 49.8
12
1433
47-5
575
195
1,3
179
2.3
163 3,3
158
49
150 5,4
142 6.4
134 7.4
115
10.4
t2
117
62
76
14C0
526
4.0
511
6.4
503 9.0
49.3
114
481 13.7
473 16.4
466 18.8
447
26.3
441 20.7
426 01.2
421
33.6
10
413
20.4
26.50
7E5
6.9
772
10.5
761 142
751
17_8
742 21.4
73-4 25.0
727 26.6
76.6
33.5
763 43.1
897 46.7
1*2
57.E
16
574
30.E
575
362
2.2
336
4.0
316 5.9
299
7.7
2114 9.6
271 11.4
258 13.3
226
16.8
12
228
112
711
14C0
976
6.5
944
11.0
925 15.5
939
20_0
893 24.5
890 29.0
867 33.5
535
47.1
15
793
34.4
2C60
1450
10.9
1424
17,5
1404 24.1
1307
31.7
1373 37.3
1359 43.9
1247 50.5
1315
70.3
16
125E
54,6
575
600
3.9
563
63
53493
510
123
-409 15.4
47015.4
10
446
15.0
716
1.1C0
1530
9,7
15.53
17.0
1524 243
1503
31.6
1479 3.9.0
1460 46.3
12
1393
44.6
2cso
2373
15.7
2333
26.0
2334 372
2233
47_9
2259 53.6
2240 69.4
12
2178
56.4
Notes: 1. Pressure ratings based on inlet air at standard pressure c-1 14 7 psia, standard temperature of 63°F, and specifi. gravity at 1.0.
2. Vacuum ratings based cn inlet air at standard temperature of 68'F, discharge pressure c1 30' firj and 3pecifi5 gravii/ 01 1.0.
DESIGN & CONSTRUCTION FEATURES
1, Detachable stool mounting loot
2. Rigid one-piece cast iron casing
3. Anti-frioiion bearings
•1. Thrust control
5. Splash -lubricated spur timing gears
5. Connections in standard pipe sizes
7. Straight, precision mochincd tiro-I01)0 impellers
8. Ground steel shafts
Tice, coa.3 i4cat R O O T S eo Lseit Tr,1
S-12K84 {l'•`RZ. S-5124? Revi,cd December, 1997
A2 5:0c1:N101s s.Cjo_I [a thcrv9.0 ..th .,l rcd:0. C 1417, Erassd
DRESSER INDUSTRIES, INC.
ROOTS DIVISION htlp:b`rrr w.rootsblower.com/
900 WEST MOUNT STREET, CONNERSVILLE, INDlANA 473-31
TELEPHONE: 785:827-9200 FAX: 765,"S25.7669
Printed in U.S.A.

C,5:4Ic=rs
Tl�eS7`1
N N Vf
F 1- H
W W W
W W W
N N N
V1 0 0
N
Cr Tr
N N
N N N
2�f,�
lo00 4AI-�
SuPPL`i(Ai 1E34 cf'ii
a
f, - 2 c.F4A
tcoo LS
ZLFM . 7. Lis4-#ems I CFA
000 FT 3 1owf:
o likEivT' -a to -2- cFm
{000 Fri
M 0ir�& Nc W G"--! 000 .f �5
014
„l?ip&-mws
fflont (.S o -oo piLs
7L1g770I\.) / =?)
_.
f co0 Frj
7p7pc. f)02 (GNG Tidy/41 Af/D j ire L 7i/ 1.$7(w) 3.5 O •t /6 3 ri /35/f 30 ?- Z
65Z c,-44
Z W, = IUZ2- cf_
Sar2PLEt, 2 itokiEri S frr
CoN7(/we- iv 05 ilj<iS /A)9 geot 4e_5
Tore ` A/4 ` /9/ 7 erk
?6,Ls
co4i.`a44iR r
3

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Acting Director
Mr. Randy Beckner, P.E.
Mattern & Craig, Inc.
12 Broad Street
Asheville, NC 28801
rA
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 15, 2002
Subject: Authorization to Construct Permit
Tuckaseigee WASA
Cashiers WWTP
ATC Permit No. 063321ACF
Permit No. NC0063321
Jackson County
Dear Mr. Beckner:
This letter is offered in follow-up to my conversation with you January 14, 2002. After
consultation with my supervisors concerning this project, the following modifications must be
made to the plans and specifications prior to issuance of an Authorization to Construct permit:
1. The new equalization basin must be equipped with aeration to prevent septic conditions (this
is not apparent on the proposed plans). Please submit revised plans and specifications that
indicate this. Also, provide revised calculations to ensure that adequate air will be supplied to
meet the aeration needs of the equalization basin. Typically, 10-20 cfm/ 1000 ft3 is the
minimum required aeration to prevent septic conditions.
2. The sludge holding tank calculations appear to under estimate the amount of sludge wasted
on a daily basis, which in turn affects the tank volume required to maintain the 30 day
holding time. Traditionally, the Division estimates sludge production using a value of 0.65 -
0.75 lbs sludge/ lb BOD5 removed [ref. Metcalf & Eddy, Table 8-7] and assuming a sludge
concentration of 2% [ref. Table 12-8, % dry solids after secondary settling tank without
primary settling]. Using this calculation, the estimated gallons of sludge holding tank capacity
for the required 30 days is - 40-46,000 gallons. This calculation was also roughly compared
with 10 States Standards using 3 ft3/ Pop. Equiv. And assuming a population equivalent of
100 gpd/person for 200,000 gpd permitted flow [ref. 85.31 of 10 SS]; a volume of - 45,000
gallons would be required using 10 SS calculation.
The Division is willing to accept your estimated volume if actual data can be provided from the
existing system. The actual data must reflect seasonal variations at the plant.
3. As we discussed yesterday, January 14, two conditions will be placed in the Authorization to
Construct (ATC) permit. One condition will specify that the existing filters be thoroughly
evaluated to determine why they are not operating in an optimal manner. A report stating
what has been evaluated and what will be done to improve operation of the filters will be
required to be submitted to the Asheville Regional Office within 90 days of the issuance of the
ATC permit. The other condition states that if Tuckaseigee WASA does not proceed forward
with the expansion, the Division will still require the owner to provide additional clarification
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 510 (fax) 919 733-0719
An Equal opportunity Affirmative Action Employer Susan.A.Wilsonencmad.net

Mr. Randy Beckner
Page 2
to accommodate peak loading [the current clarifiers are under -designed and overloaded during
peak flow conditions].
4. As we also discussed yesterday, please clarify the piping plan shown on p. 3 of the plans.
Your client should also be aware, and likely they are already aware, that the Division's
Environmental Sciences Branch conducted instream biological sampling, the results of which
indicated an impairment downstream of the discharge. Although this monitoring cannot
specifically identify the pollutant which may be causing the impairment, instream toxicity is
suspected. An evaluation of chlorine use and the functionality of the dechlorination system
should be performed at the plant.
Please submit the above information within 30 days of receipt of this letter or the project
may be returned as incomplete. As always, all modifications must be signed and sealed by a
North Carolina Professional Engineer. Also, please copy Kevin Barnett [Asheville Regional Office
WQ, 59 Woodfin Place, Asheville, NC 28801] on the revised plans and specifications. You may
contact me at (919) 733 - 5083, extension 510, should you have further questions.
Sine ly,
z
san A. Wilson, P.E.
NPDES Unit
cc: Asheville Regional Office/Water Quality Section/ Kevin Barnett
NPDES Unit
Mr. Jerry King Tuckaseigee WASA
P.O. Box 1051
Sylva, NC 28779

SINCE
Mattern & Craig
]978
CONSULTING ENGINEERS•SURVEYORS
J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm. James Jones
Randy W. Beckner
Wm, Thomas Austin
Bradley C. Craig
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, III (Retired)
November 1, 2001
Susan A. Wilson
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Tuckaseigee/Cashiers WWT
Comm. No. 1457P
Dear Susan,
We received your fax of October 8, and offer the following responses.
lid
1. Complete set of sealed design notes are included. Copies of the two letters
with my seal is attached.
2. Revised headwork calculations are included. The existing system uses a
manually cleaned bar screen, which is adequate to handle future flows.
3. The equalization basin calculations were included. They indicate a total of
25,000 gallons volume in the existing plant, and a25,000 gallons in the
proposed tank.
4. The aeration basin calculations are revised. The existing plant, with the filters,
can meet these requirements. The existing clarifier will be used, but will not
provide significant clarification. The new clarifier will provide clarification.
The existing digester will be used as storage. The sludge is hauled to another
WWTP, so these digesters are only required for storage.
Specifications section 11251 has been revised as requested. Revised page is
attached.
A summary sheet showing total air required is attached. This details air flows
as requested.
OO
429 Clay Street, Kingsport, Tennessee 37660
[phone] Fax [phone]

c
Susan Wilson
November 1, 2001
Page 2
5. Total digester capacity is 30,110 gallons, as outlined in the attached design
notes. The existing digester, based on the submittal information, is 2,024
cubic feet, or 15,110 gallons. Proposed digester is 15,000 gallons, as indicated
in the design notes under they manufactures literature.
The Yobs was changed to reflect typical average numbers of 0.5. This increases
sludge production to 923 gallons per day, or 27,690 gallons per month (30
days). Based on the digester designs, this provides a storage capacity of 32.6
days. This is greater than the required storage of 30 days.
6. The existing clarifiers have the characteristics you describe. These will be left
in service because of the complications to remove them from a package plant.
The existing clarifiers will not impact plant operation. The new clarifier has
an area of 314 square feet, which gives a peak overflow rate of
795 gal/d/sq. ft.
7. We believe the filters are designed properly, and any operational problems
with the existing filters can be corrected. Any problems with the existing
filters should be addressed as maintenance issues.
8. The blower enclosures will be insulated, similar to the existing blowers. This
should provide noise reduction performance similar to the existing units.
These were called out on the plans, but an additional specification item was
added. This revised sheet is included. We do not believe there are any other
feasible alternatives to reducing noise from the blowers.
9. Standby power was provided during the last plant upgrade, and was designed
to accommodate the additional package treatment plant.
If you have any questions or comments,
it iir4,00,14.18•1,,,,_
1.
cc: Jerry King �g••.,,t
amen
Enclosures
please feel free to call.
Sincerely,
Mattern & Craig
�ii.. GJ . ei ,k
Randy W. Beckner, P.E.
Principal

Design Notes
Cashiers WWTP
Mattern & Craig
Revised October 31, 2001
▪ * *ESS/p
• Q r_
,�
327
A-s:
w v. " 01311G 1

Sequence of Construction
Tuckaseigeee WASA
Cashiers WWTP
The new equipment was coordinated with existing equipment during design phase to
minimize issues during construction. The entire existing plant may remain operational,
without disconnecting equipment or relying on new equipment at intermediate steps.
Below is listed a possible sequence of construction. The contractor may perform the work
in a different manner or schedule, as he requires. The contractor is required to maintain
proper operation of the plant and meet all NPDES limits and during plant upgrade.
1. Install new treatment equipment:
a. package plant
b. clarifiers
c. filters
2. Construct new chlorine contact tank and post aeration chamber
3. Install blowers
4. Construct new control building including chlorine and sulfur dioxide equipment
5. Install new connecting lines (i.e., filter backwash, drain lines, etc.)
6. Connect new equipment from back of plant:
a. Post aearation
b. Chlorination/dechlorination
c. Filters
d. Clarifiers
e. New package plant
7. Fill equipment with effluent to test
8. Complete equipment startup
9. Drain effluent and fill one train with sewage
10. Ensure plant is meeting operational limits

SDICE 1978
NZattern & Craig
PROJECT C ej. 4,114 „ ram' -' r p
TYPE
CONTENTS (-lP,.cQ OJock..S
CONSULTING ENGFNEERS•suRVEYORS
DATE COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD.BY
sc..r .3 e.e, B / fCo
Pe 451 im L.-AO
‘19N,I I ( V fr-1.)
e t 7 d-- i+e/al.
c,tv"-c.Q,
V • C ▪ Z.
Lo,, DLL
l S r>Gn 1Kys
/4 11 E x 1,
ti
1. 1 zs Pr
K..,a y 4 B. et
qY
csO ctrC/ j
•.49/A1 8.1)
rz. - n2-
4",7 '-
Z• 3L,L
--
\;jg, {JL .'. Ptgg0 tJJW04.5 4f.
z
L
CJ. Z $ �rJs
O. z-s- rr1'
EXHIBIT

B / Mattern & Craig
PROJECT GA s i4 4, kASA., ,r-P
TYPE
CONTENTS t--. cI . 1-c,A
CONSULTING ENGINEERs•SURVEYOnS
DATE COMM NO.
PREL. FINAL ISHEET NO.
CAL. BY /4.fl.-, CKD.BY
sL. 134.11 V� L.5 bZs, LLa >
PId p 3OPT)
c u) ,Lt ) ,
re rya �.
ruriii-1
-7.
ONO
w
S- soue-' r z, CryD
510 to /o b..� '> y" d evv
•
i.ia--Q. 4t5 Ir.
EXHIBIT

PROJECT L ra s L, «1
./1(1„.
Mattern &Craig
(CONSULTING ENGINEEI%S•SURVEYORS
TYPE
CONTENTS ig coz..ra,-• ow (3 s=t s...r
DATE t l -•1— o t COMM NO.
PREL. FINAL SHEET NO.
CAL. BY # P,-1 CKD.BY
�=x.sn►.t.. s,
f7 fit v 0 O �1..�1s•r S
1> r p c9 j <'-YD iia. gt .J
co "..1 t' z3 '- 07) 'l 0. ,03/ 1 y 2. tS ,c'r 3
1r4- v - es €_. A e. 1 o-H 1- t rt & '.
v
6v40)
0ta
4. )OCo, tjunJ
IP v/ cove lo,--r( 0w3
v UCµ{�•
AS.0wet ry L,0
V` (� 1> G ► c, wr O s 7 l • 5-
1 u fob 40�1 Lam,
EXHIBIT

1978
/ Mattern & Craig
PROJECT Gr, titer -a..
TYPE
CONTENTS
CONSULTING ENGfrJ $•SURVEYORS
DATE i b. 31- a, COMM NO.
PREL. FINAL .- SHEET NO.
CAL. BY .4a CKD.BY
B o o� LnIac��c,
d,Z/Lito0. e z.-n ,4.1/I
Z rr4t.) 56.3ys- - 17 115/DOy
No1Z r-t4L 333 iss /t3 r
(7X S T . P %-,• .J- D % < <• N (3-0 13 i
Pr post
C. (-4- G (.k T D j•r
D�.�c-,o `4 Lo�I )Js /brry
Z. s 5a C _ / 1% 3 ay
Cz- S) 3 33 !ss
v
3z.s-' (bs
Z-1z
g3 zs- S'S' z CrC►.�
l9.o?SL ly /[1,L34.)(Ca-t94 /
�r (\ tt f
x ►s r, ,' 1 = Z C7 3 4- 3 . D = 3' .5',„; G. r r--7
EXHIBIT

sa./(Mattern& Craig
PROJECT C. 14Lc, S
TYPE
CONTENTS t L w a-ut 5
CONSULTING INGWEERS•suRVEYORs
DATE COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD.BY
'rim
EXHIBIT

• PROJECT G b
TYPE
CONTENTS
4001tP
8 Mattern & Craig
CONSULTING ENGINEERS • SURVEYORS
DATE 3 /z ,1 al COMM NO l 1/s ?
PREL FINAL L-' SHEET NO _j_
CAL. BY fb ti CKD. BY
P L.p r 6 L.1r t v4-t A r2. tr
Z•v..
v, s rat r.,.o 3 4 tfi
o 1x1 0,3 s C L I S'h--1D !_-Yic4u0
fl>:.r: na.-► t3ws,
V= Iao,voo G'0.1
eT; Y7 vet E.7'
211 hlD vas
G L r iZt F t V-tL �"lL l b
ILtXLyr X 11.f1-4, 4, wp
D LT 7Nk WO a�S
Wc'12 = 33.751
2.gto3 ra�V /rT%D�Y
L o Prla 1 w s;, a 3 4 7 L., ra !r / d ra f p rg y
Dt t•.a-3 r 1?
7,." c L4'xli' b -p
e-r 77-u-
g f3 0 1-1/r/a,
3 ! ,' -//Fr o/o
3

PROJECT L-41 s ti 1 r: ►a
TYPE
CONTENTS
L�r�t,!=,t.rt
./PlMattern & Craig
CONSULTING ENGINEERS • SURVEYORS
DATE 34 t /u/ COMM NO /v s 7
PREL FINAL — SHEET NO /
CAL. BY (J V' CKD. BY
Pc-e.› des
L e,'
- 3 `i 3 $ - oo — 3 �-t, L y
s�+ 4 6L+tat,
40v1-511� �T �f= 2.1) - 04. Lv.S) t4
t N st b y Z L — L» -*-
(r `'t' s t> :• T?' L D n -+- 01) = i7' L t 9 1,r / C., v3' J
q Ft : e1 1 t-k Co r
lLi. e3
1\ Z•!o1
C.. AS130 77' /,./ upv-�,on J
V= TMrLti, rrtz01z1Z,›0.7.'iv (.p./ 2,9,37SL�
b e-A 71 w c. 2 73) s toed k z 1 14 7 1.1 ,
t0o,000 644,
2,x
WC1t� 1 1 t , to
t c, o, 00C,
egg Cy viil,c-/- nvc.,
11L.t—
V 00 )(by' Z. d &J/a /,,-y plc,

t
PROJECT CA S H-I c=t2 .s cv Lc) 7-0-
TYPE
CONTENTS C t 6 a, t r 1 (7y2.4.
./P.
q
Mattern & Craig
1978
CONSULTING ENGINEERS -SURVEYORS
DATE 3 /z v /o f COMM NO 1 1-1 S ?
PREL FINAL ✓� SHEET NO. lit,
CAL. BY 1rD r'1 CKD. BY
) 1.9L / o€.-9 V
II- LIL9L)
31g L el/c/Frz 09-vco-
3 1 2 >t Z. b .- 7 Ts-- c..., /b / ICT t-

e
PROJECT r_y H -rP
TYPE
CONTENTS
4/7(1
Mattern & Craig
1978
CONSULTING ENGINEERS. SURVEYORS
DATE 3 7-0/ COMM NO
PREL FINAL SHEET NO.
CAL. BY Io'-r CKD. BY
CX 571 w t— 'A. 7-1 v-) '.
L1�tSr� C Lc.ritr
L9 ' x 1 Cp "
V= zo? -.Fr.
1, 43 1.1o0tL s,
bI Co E 7-1 7 -
wm- z- = 3 3
Pact-1 ► 161,
3 1)130-il rr/4 L.-
2- Y -177arti
Z 9 c. 3 Z Pli=�-/ate y
3 v 4 Z .311 7 L 7 4 /,-'4,
7 I- g,. L K' x I/' D c e _gyp
Zc,2. Fri
_ ! o Y Lam. 41

6
PROJECT t4 S N r c s w w TP
4,/PPq
Mattern & Craig
1978
TYPE
CONTENTS
CONSULTING ENGINEERS -SURVEYORS
DATE 3--7- at COMM NO
PREL. FINAL i/ SHEET NO Z
CAL. BY /t v-y CKD. BY
17 + Cp 1.17S'r"7Z..
z...HGGraoofIeq
0, t.) oo LQ„, .3,4)
0.5.
Et 10 1W41,44. 1 5• 1 /DAY
FIZO fl
C,lec-f •
1 5'N
ass C. = IZfa tbs/n \9 L- '6.5/0.
a,
z )511/13./.41
to — 6,z)Cxea, �k,34' /06,
Fr 7. q Y 1 t'
Pt. .534
Lie-3)
Lia-4)
5`v v C.
y
L
30 14-'s c'e-4., • .a`Lad aC 3v vaa
t•3 x j = 7.-11 iv/a
De
LS P. mit- v► IQc4� TT./ tt crG Lr �. ��l / 3 czei
I FYWIRIT

PROJECT ('_� S14 Ms t,�w rt,
TYPE
CONTENTS t= )
4/7(1
Mattern & Craig
1978
CONSULTING ENGINEERS • SURVEYORS
DATE 3- 7-vI COMM NO
PREL. FINAL SHEET NO V_
CAL. BY ► PY-1 CKD. BY
140
afry= As -a, Po
1 73..,S Lp-v
1 /5) Z = I `l, La rr
z
A72.49t N =- i t U I L= 3 y, L r
LoAc>>wc. i 73. S Lpri
bG'3cc.t-.1
1 5. L r-T
1p9, q 0-f
9,L
Li LPp,i
�cr-L
1'2 Mx
1, LPG /9-vc„,
%-7-L
•

w
a
m
Y
0
CAL. BY NA L--
a.
CONTENTS
t.o vt) 344.SO Z,o.w 3440.00
343i3.W3 I
tuV 2423,C07
I( _LI
3424,1-T
Ectualvp o -
3434.40 �.
1r 3433.L1O
Mia
343o, ros'
34-z 7. 40 ' —!
lkt s
We.;fr 34 3°1 SS))
�>Jv. 343-1, sa'
ENV 3432.:1St
�-- 34753, i-7
Aerterlo>n 4a6,-,
3930, 3 L. Qtrcr�lo,,,, weir
3430.63
3930.7'7
1342.5.. 707
34ZCo.3
3-
-r,o.w_
(NV- 342-1.6"
3ti z6,00'
T,aW 34 406 0
\A) 4 343v.yS/
'L INV. 343S.-IS
,„
�-- 3424.c$ '
C\q�r1f er
T.OW 31-1Z91.90
jr-..; 342..cg,00w.5.: 34,1:1331
17.." V-Nc7Tc4 wE1R 3La 7.40
• 1)1
6" Efftuer •
Line.. +o r ltefs
2"
3 4oa 1
42 .
6" .4 To Crttk.
-‘t NV, 34214 POI
ti
34 mod
d
p1/4k A f..nO:\ tor,
Cnnt Na C.1^c rhbe(`
t
i')V_ 1423,10
f(-
L�
-To Past &Act tor\
/ I -11 I t11 J

4
PROJECT CO`S\'N‘c-`rs WWV E-)c o y
TYPE
CONTENTS Po`^k Logo if
7: Matt3ern & Craig
CONSULTING .SURVEYORS
DATE 3W2' Kok COMM NO. (LI57 N
PREL. FINAL SHEET NO.
CAL. BY " CKD.BY
s
3
cri
5
•
4
C
0
0
4
1
0
f
oe
0
Ir'VIJIrfIT

PROJECT CA64I6-e-S ow -FP
TYPE
CONTENTS P° S7" AeA 710�1
Mattern& Craig
CONSULTING ENGINEERS. SURVEYORS
DATE L1/614' t COMM NO 1 `-1S 7 P
PREL. FINAL SHEET NO �' 1
CAL. BY CKD. BY 0% %" j
us/rvC7 £'tV!e.o Qut P MAP CA-P 1-1(Q Sv6✓}'1t EAICE
G?a
(3i)�,,,i
�a = &-z?i: A-1E F& [ J RATE T 3/.
GSAs-1-6-1Aie. FL w /214-7E o. z fG D = o, 008 8 ni,4
C s = S ,4 r - on! od c l reA 'nod of Oz.= ,! , cSr- l /.�
E - OZ E 1 ' IGr = z.370 s sc %ar r-r.
C,_/,/p-avt0 -0in&ll
ea Piga
r o l►1 Ol r1"CAL F i , i s.s,,, jd/7 ZSa m AVe
bA r o i 7 '1 i° 62Q. eoL2 7 -rlftl aG 5-6'24ie) F1(i 3-10
6/ve-5 T J J ' 9'L
F-400? A-PPe D 1K T es= I I.55 ✓g %Q vG
0
00 3.5 wicoa,886)(
dD11/P ,315,�-
, or1(v x 3s. 3 x GPo s/rl1,!
z'f. S GFi1
2C/•S
# �1 ' = S vsE
r >r - Ale c ,nst e
te
zo' X y',)c 7' swt - 87s cF
(1 .SS - o
11.55 -4
87s(7.qb"Vcr) 139 OPr''i ./
I CVUIGIT

111
Snap -Cap 5
-
FF LJSE RSA
THE NEW SNAP -CAP "PLUS 5" represents a substantial D1
design. The major Improvement is In
advancement in Mt ar of diMuser r
the snap -on check diaphragm cap which is now manufactured Imam a `
new. specially compounded. space-age EPDM•b.ased thermoplastic
ruboer that provides extended lite and improved performance.
The Snao•CJo 'P'us 5" Diffuser consists or two simple parts.
ins suppor, aase and a flexible snap -on checrt diaphragm.
During aeration. the diaphragm life from the base, allowing the
au to exit through the onlices in the daphragm. When air
stops. the diaphragm is instantly seated against the base by
the pressure head of liquid. preventing backflow and Clogging.
Tme novel edge design of the &Muse( locks os the removable
diaphragm to avoid blowotf during unusual pressure surges.
Diffuser arc available with 3/4' arcr978' NPT threads in
•
Celeon plastic base and stainless steel base rmodalss. Modal
750 diffusers will handle air Mors to 10 CFM Modal 375
i tfusers will handle flow] la 5 CFM.
Closed
O{e
++We C-rate
V
Coen
Onl,ce O
D.iiuse( Cao
D.Muter Base
....,.
SPECIFI ATIOH' DATA •
S der T H Cap Model No.
Model h PT A sr. ism.
•
37S tl.' 'S�' 14' Yle l0 10
7So t.' 11(.' N.' K.' 10 10
✓ 2.0
c
DIFFUSER PRESSURE LOSS GRAPH
)n ("h" HPT)
r
n0 (v.-won
e 12 to 20
Air Fla,' io CFM
MODEL SELECTION
]T� ' /.• NPT{
7.10 t'l:- t+PT)
_tl
f1Iol
prygan fi.nsisr/P,rcinl
eo
e0
2.0
DI
FFJ
SER OXYGEN TRANSFER GRAPH'
7712 t'ti" NPT)
777 I+r. NPT)
✓ � '
t\
10
Perforrnenc• 0 9'-0' Submergenf• Air Flow in CFM
2a 2e 0
.--r-a,and a+.1 r7 e.tc a...
•--_ S _ stairv.se Aid Ore
12 IJ
• 8OO-543-0,89
9l92

20
18
16
14
12
EnviroQuip International, Inc.
Snap Cap "Plus 5" Diffuser Performance
6' Submergence
--
•
•
■ 13' Submergence
20' Submergence
'
0
2
4 3 6
-.sc M mlrrn er..
7
9
10

PROJECT
TYPE
CONTENTS
CAL. BY
SINCE
1979
Mattern & Craig
CONSULTING ENGINEERS • SURVEYORS
DATE zl io / r COMM NO / V 17P
PREL. FINAL SHEET NO q.
CKD. BY
•
5
Zo'-o"
O D 4
3'1 Z. ? , o
8" g-L,
3.1aq. 75
vIS E«v 3q26,08
6 C 71 o, .( k _A.
CI.ICCt ovYi4AIG
�S- AleCiLt"C7 IC. 4 SOIL-
WT
T : Z 70 A)( rol = a . e t ./
Zo
.�_hit 3,1v`r.c
q)(8)(ep 2.`1, 15) = V o L 6,rL
Z70
(
C P
1 =VI-JIRIT

PROJECT
TYPE
CONTENTS
DATE
PREL.
CAL. BY
CONSULTING ENGINEERS • SURVEYORS
COMM NO
FINAL SHEET NO
CKD. BY
rulIII-1
�,-irT
Cog
Prvo.cc,
J
Coadieo
citu
90° V -th,--tC,L 3c/Z7•DO
Z-t"(30' it
_8" /0'
3�lz7. q3
5qL7.fo3
loo° V -,Kr d, 3�130 3 i
3‘130.7Z.
3c 3c) .q D
3`13`8 • `/s-
3c/38,S3
3y38.sYD
o. Z 043
o.S o•(03
o•Z 0
o•s 0
o, p o .ql
o. z s o. 52
o.Z .oZ
o.S ,zci
o. a 08
l< o.11
0.2 o.o(a
o• 5 0.36
AvG.a `o-, 36+/2ect W�/ ) 39ayo 0.ID 0• Y (
oJ�o4t . i CaNIA c. o.Z 5 0 , a Z
l46-IL
3 c/ Z 74_5
SgZ7•to3
3gZ7•�3
3L/Z7.&5
3'13v.7z
3(13o.90
Sit 50. 7V
3(13/.lLI
3,/38. s3
3 /30 ..4,
5g3s.s9
3q 33.9Z
cl 39. of
34439.0Z,
Re

cvfl
•
iar�ik_.•�-:•..�.r�t mow_�.,mof�. wr.6�:rccssi.�__ra�R - '+�G . r....
i'il!. m j\ l ' '
ryq, -•ir~Sri��tyv*i . 'l•_;v �.-a:n,e -u
,
•., !
r tiE j' _' 'ice'•
t 4l ?;,4t'
CASHIERS WWTP UPGRADE
TUCKASEIGEE WATER& SEWER AUTHORITY
1. WWTP AND CLARIFIER DESIGN
2. TERTIARY FILTER DESIGN
3. CHLORINATIONIDECELORINATION DESIGN
4. POST AERATION DESIGN
NOVEMBER. 1996
COMM. NO.1457P
• •r JJ. -.I: nr• . r.:; Jai • V.
• • `: ••.. ♦ •:2 ••• • f•..i• JIa♦ •air r:-�t .i .. •
^}. ••
•+' r'•� f... �. C. `f. a4 �c ��.`}.V1.�--. .r J _i �•y:
•
vI^+f iaa . 77 ��y'�r,+} ''{�,.I9 li. :a'i •. • •'•G r e C: �" '�:`j;�
_ ..� •♦fit.•t1; •�•-- +•j�•,y�;:• ~:•: "•.
\..f F.;1 Z"1'�J,t �. � 7r� ♦ y"i►. >�� .4i: is..C. �: 'a1i�J- � J.,.��_ �Y1.-f _ r.�-•!,':
•
f •.. ice_ -

rT3
DESIGN DATA
FACTORY BUILT TREATMENT PLANT
DESIGN PARAMETER:
A. Total daily flow =100,000 GPD.
B. Q = flow in gallons per minute = GPD = 69.4 GPM.
1440
C. Maximum flow rate = 2.5 x Q = 173.5 GPM.
D. Runoff period is the number of hours each day in which that
day's flow is received = 24 hours.
E. Total daily flow in gallon = 4167 gallons per hour
Daily runoff period, in hours: 24.
F. Total 5 day BOD per day = 208.5 pounds.
- G. Air requirements
Air requirements are based on 25 cubic feet per minute per 1000 cubic feet of volume.
Aeration Compartment 335 CFM
Aerobic Digester 50 CFM
Air Lift Eductor(s) 30 CFM
Total 415 CFM at 5 PSI
H. Plant Profile
[ ] Buried [ ] Above Ground
[X] Ground Level 10 ft. above base slab
GENERAL DESCRIPTION::
The plant is composed of the following compartments and equipment
1. Aeration and aerobic digestion zones with non -clog air diffusers.
2. Secondary mechanical clarifier with sludge and scum removal unit. _ • ;
i •
•
•
a.
Duplex rotary blowers. .. - ... ....1! ' a " !" '.1 •.!:. .� - r. i'C?'.:tl; ; f
T• - •• .� :4---,-;Ixir--,--I---/,-.*
'r•2!. f..+M v rr.;7.�.:�i�.!%�•'4. Central electric control panel. - - .�=,:. -• :.,:5.. ,r . , t .:,- �` :; . :�• �� ...s..`...,.aS J• ' �i•-a:.{�_s. L f, .�i .:.ai.i. ►'iA�,� .:.i :_• ;44.7.. ;+�1 ''i'1•• �' "S•.`E•'�`at yi' -+r 2. .a.-.. .,1• �': • � vS - `r 7 y.. r «`.-.F;.4 V. •7i�• +r: f` ltt ..�� is •:... a.+�M +.,fib ,,�� 17 �Si •+
... • • • •. • • .• y�y '•i ♦� ~-• f •S •. 1v' V.
_' f• �i•!t h7!�: �aY • •'i!a .1.'t � u.�.•�•;M• ••. ! ; •�•• J ;. J t�ttf:
,4TJ�� �• ♦ '_ 'r- - -r,...•Fl.-9;i,�x 4.,f . �. , �7 ate- t• j �jb y: v.•
�.: ��. . l: >. {�.�.; .a {ir �='i•is ..�._ f r .f _
rr .� _ r e:j �• • .4',, ,1; •••.' sZ J .I. .lire i •" y :.Y=-J `"'' ,2 f•s :l...•:-.iA.l t '•� _'..• i'.M �''V. .. �t.•_4
�ti S•�� �T. ;'� �l� �•t,�-„ ! !; '�,.• .ram l�•x �'* tY :1 �• �;'ri•. t: �.� .:•��•J�: .: .r• ,
C• . � �'� .ti r,�t t':.i.3(. k,7f .�s,.,�j�' . _ • V . -} x cri• • i._.t:: -:
�� -f � i �' � 7,��• ,�._.a���'� .' t t•ti ;StiJtC'^ 1'�:-•�,•��'y b..-' •t :-�,r
'!.7'•:fs'`'-'•rMi:'J� �i j�tt.�.!J�i•� jr.��r•< - �•��•'i '�S r«tv ��a1�Gi� �-?r.>>%j.-`- _
..J•--...!.?=.`" ib...f• .• --4 w•..'•>'.' .- Cl�. �+ . : r�-.i'y - ,..r1;, 's�3 ?,:._Na•. s

•
5. Inlet comminutor with by-pass bar screen.
7. Access stair
8. Access walkway
COMPARTMENT STIES:
Aeration Compartment, 13,367 cubic feet, or 100,000 gallons capacity which equals 24
hours detention time at average daily flow.
Secondary Clarifier, 2812.1 cubic feet, or 21,034.1 gallons capacity which equals 5.04
hours:detention time at average flow. Effective weir length 59.16 feet. Weir overflow rate
1690.S gallons per linear foot of weir length per day. Surface area 314.16 square feet.
Surface settling rate 318 gallon per square foot per day.
Digester Compartment, 2005 cubic feet, or 15,000 gallons capacity based on 2 cubic
feet per 100 gallons of daily flow.
AIR IIIFFOSION SYSTEM:
The air for operation of the plant shall travel through air distribution manifold of steel
pipe with diffuser drop pipe assemblies connected to the manifold.
The drop pipe assemblies are supplied with an air regulating valve and union for ease
of removal.
4
A sufficient quantity of diffusers are furnished to assure that an adequate supply of --
oxygen and a proper roll pattern will be maintained in the aeration and aerobic digester - •
compartments.
ELECTRIC CONTROLS:
All control circuits to operate on 120,volt power.
All components will be controlled as required.
No conduit or wiring.to be supplied by Davco
ADDRIONAL EQUIPMENT RURMISHEL
Influent Equipment •
[ ] Inlet bar screen
•
•
[X] Influent box with comminutor and bye bar screen
ti• •'. • • .tea yy
:
:. , Ctj • ` !'~ fix . �"' 11-4•;3�, �� .3tj-
C:.i J� `•r.'r. J•;:a '.�••J t) y2� ; . ?!~:: •T'r ,�7.•�4i. 1.
• „t 'A �r,. y t.-c•;1,,r;r:'.;M r-N�,.. �.r _� i . s-,.r Wit. -:
. .,--1.�rr..+{• t.:--r•?-•_J•• •G..' i. .•« -..X.• 'w'.:+..-•-•,,• �•r"°,.`.'s...`- ^F.-••4

a
•
Blower and Motor Specification:
Blower Specifications
Manufactured by: ROOTS Model 56URAI
Blower Speed 2179 [ J Simplex [X] Duplex [ J Triplex
Blowers Assemblies Mounted
[ ] Inside blower house [ ] Outside on slab [X] On plant
Motor Specifications
15 hp, 3 ph, 60hz, 230/460 volt, 1800 rpm, [ 10DP [X] TEFC
• . . • • .: i. i•./ .:
.it •i- ►. ♦ ,• '.T_ r. �+ " + 'rj .ilt '`.4•t .M���.� t}yi .ti.�: '"...•,., . • . •r. `.1.. fir '
"-'�" - - i., 5 *..cuZ" ...t . ti... ..__•_ ..s_ . _-i.-.11?�••• .�.. . •.,.}. It.l :� •.,Ct.:.. i✓ i; `. yt� .1 i�•r1 y , 1 l=.
=.:ate- f p • • : ' ti 2 _ :.i. 1. :•' .
yS �- -:i„►:'" ,r�/t ,.r_' j'.� �:.. �r:!.'.i'! �...= i .fir_: b• �'-^•
y {'yC'' �y�
•. t - - ' s.i -. a..' .r�win i. • -') Y yr i � .r c...�• -:� S'c..T ? - •p' 1ir
• ,.• ��• •iIY.��il�� ft ./t.Zii�.�:�. +. �..- r 4= ' .}�i .7 n ' �.•s... Z + .i I_ :
;'�'� :� r'ti` , it a `�ix%{'s3 ••.13 ar, f- !3 '�! t 3�;j•'_ ° ,>, n Z �'• ! '3.}.;:1•i��.�-;l,.: .,;.;
C �� vie ♦ ✓ k '! 7�..,.•:'i?,:.. c. ,�.� �,� .'•
�'a �.: J i f.- ' i 'LR/��.-12-t .>�r,• as�r� ^( ;•: .i iy"t�yW� T..tt�i • : •i. iy a:
•`.•.j j, / 'f.Lh♦ M,.' ,T.i•e.rT-. 1.- t �t �.'':�_:�-a;►mac.-7::.�i•.�ii1:►'•"-':t�P•••.=
� ♦.t ,-•�!��� L^r. 'tL•i• • 1:`�e'�x.• r Y tL�:;, v. a!S}'}' �L("•-i:+' j:s r.'� �= ?. r v,.. sj�ii .`f:• .'a+ r. '*�
�a*y�..►1 •';�. j?..';5'Z.' f i • �L� �;1..-�'�S N.1 "4 -ate .a ••:�i.,,,.. ... J.�.� ♦ j f• r'�'�'
�t•Tr .7'�7�f11 .• w r K ! .•f- ��•i-fS 41t l_ _� ►;a_ t -, •r:f .•r.r�... i'..
• «

•
•
Job Name:
Job Number:
Model Number.
Contractor.
Engineer:
Representative:
Type Of Equipment
DAVCO ENGINEERING DESIGN DATA
Cashiers, NC
R-13378
ST0100FS
Interstate Utility Sales
TES 2-5 Gravity Filter
Checlfed By: Date:
We propose to furnish equipment as herein described for the above named job.
This engineering data is submitted as generally complying with the intent of the plans and
specifications for this project However, in the interest of standardization of components
and fabrication methods, there are necessarily some exceptions taken. The customer
should carefully examine the data submitted herein, reviewing especially for correct furnished and locations of connections with piping and wiring under other
sections of the contract
fiun
Davco proposes to ishe only the equipment described in this brochure and provide
such only under terms of the sales agreement Davco assumes no responsibility for the
equipment not expressly mentioned. Approval of this submittal data constitutes
acceptance, becomes binding upon both parties to the agreement, and constitutes a
"NOTICE TO PROCEED WITH MANUFACTURE". APPROVED, SUBJECT TO
CORRECTIONS AS NOTED:. . •- '
DATE:
ENGINEERS:
BY:
Note: Davco will accept no backcharges incurred by any party, for any reason, which
have not been specifically authorized in writing by an.of cer of the company with a cost
approved prior to the work being done.
NOTICE: This equipment is designed to operate on 3 phase, 60 hertz, 480 volt, 4 wire
electric service. Please indicate if this is correct ,
Approved by:
•Date:
:art :
r rf�••
•
• •

•
DEAN DATA
TES GRAVITY FILTER
DESIGN PABAMETEBS:
Total Daily Flow 100,000 gpd Q = g_d = 69.4 gpm
1440
Maximum flow rate is 1.5 Q = 173.5 gpm.
Average Dosing Rate (based on average daily flow) = 2 GPMIFT2.
Average Backwash Raze =15 GPMIFT2 or GPM.
STANDARD EQUIPMENT: -
Backwash Tank 2950 gallons useable capacity.
Backwash Holding Tank 2950 gallons useable capacity.
[X] Access Ladder
Backwasli Pumps:
Manufacture BARNES. Model 3SE2094L
295 GPM © 20' TDH, 2 HP, 1800 RPM, 3 phase, 60Hz, 230 voltage, 6.? impeller:
Backwash Bolding P
Manufacture BARNES Model 3SE594L
50 GPM.© 22 TDH,.5 HP, 1800 RPM, 3 phase, 60Hz, 230 voltage
Water Level Seusars
Mercury float switches 7 regd.
Filter Cells:
Two 5 ft. dia. standard Davco TES filter calls.
•
•
• a
r. .!r ....ay'I: a. �.t•%i�
/ ,• Y' ..,• z+h!•:yam.. t:'.` �)••. _/. .•t... •a'_... 3.,• war,.-..• :.•• ..
•
•
s.tiv i^ _. j,A�• yr .vim' fi. FI s• •��-r� • ': ".1, � -R•i� if
.,•.�`}[ .y,
. (f� -�� .1.
•.
r•
•

•
='
PROJECT
CA,5 Ww'71
TYPE
77eSf&iki G AS
CONTENTS C/Al/� CAA/i /&2
�ES)G,d Cie, Ts 1A
£ 7•1GL-.-.A T/oi(
/ &% =)u C. t_DCr
_LOTS
_Mat��e��rnn&�& C�r�/a�i�g�
�/�•ViY�Y�i ENM w3•WR>rE�WV
DATF /GbU9SCOMM NO.?yS7A
PREL_F1NAL`
CAL BY 408
SHEET NO.
CKD. BY •
5errui6 'Az q{oo Gg
aiscr — AV67 fLoc,) 0. z - 0 1Vs Ate.
i%A.Z. Aix) 1f 4lsF lac
1,444C. r!JCS ACT. SLuT& .5l-rouLe
�o! c uss r,-o4 /Z' 11,17-1
• •
Ss lf-ria.1S
AZT Fio• .=
?eu.F�L
NC. SS
aroD
Z;a, 000 C&PJ
3sao Inc if
•. d
(tatstF-44Th e'l444lei
Perak 4.0 EDI) - 321' 6:0 )
Cv t A 02 EXP lD To moo.
PZv' L E l: s a
S+6C. l D S
i7?- I `�'• •1
CbC7 Sp° ''"(1 .e s)
e:•••; • :i:• .,`..::. .. J J. i.r -..'.. ..•
•
•
4
a
w ..... " te.-.... •. ••..-
. ti ..� ▪ se_I♦f.�
i �1▪ ��� 3.1�^L•�Y

PROJECT
:r
TYPE
CONTENTS C L21/E:e5
DATE )2 /L/5),5- COMM NO. NS7A
PREL_._._F1NAL, SHEET NO. Z'
CAL. BY 4.'J CKD. BY
rM
•
wl•.i•1 � •.
•
.Su 2i E A2.04 aere c. / 5 6.04b -14
e oil &th 0.2, (Z /) - to o
z9/9
C p .1 P11.7 /l.Z PZ
zgr9Cz.s� z
4.LS //IG�� 0 1•y(2,�r) = Z 17 Fr
v C -7= ; ftlz gl -z L4 uu G 1047oh!
/oo, coo en
C O, 1 ii1,b : you 6P1/rtt =
ZS-400✓ 6,0P
C o, Z5 ivt U7t : " goo 6,D1 Pr.- —r 313 i?
7Zc( 313 1✓r
•
—'' P f b. c.b4 = Soo ;Pt /orz
SOC./ t S c.b C7 - 0, Ssit r Z / / L
( Gr 5,4= 31c svm tZ'
Vac.= 7 -. e. 37/5 8 Cr (i,i& CTidr)
z3,I85 6.4C_
is AVG
zsZ
•
.ra I daY. •'ii _ ..
rco•
/o •000 : • 7!o r• ,Q�•
1 L 1 • w.�� � �+�•�J�a r:�•Jl•�et• ▪ •fi▪ r_ ,. ��.Z y��w'�!�_�.
„pt.. e Ft„ti
4o o ,.:;•., '~R `4���-t.iy:.•% �'�`�
�. J' ;�ir:.•.F:. •i Mj�Ti�'�:.��. �*' ��.�nLa�� �J Y :...3_L.:.'�� 'aY•� ..` C:: .rC • Cl. .N3 t1 R t �1 h: �..i••
Cr
.•!t_•••5: • fTr Y...l�Y ti S,t•'^►"t ::~�..• i•i'�. k "�. �^��'.�•�.. �•'`•� •' '�(:
• n- ;�► �.. i'A' 11; �w,.n• .:: •j +�: w.s,'f}�•..t.('i:.;.... `�t:ss� {. '�•_ fir,
►" K•M! 7 _ '+tr rM S�.i'� 5�)_ {'��t` -•r c :'
1.. t- Y•���e':�--"��,',-{ti%t.'��%'t.•`.�.s..�i,*'i::J'•,j•.�..� �L•.1 •ti`- �i•_ •, �•t•�• _l•�t�•..:i: '•' _,�\'•,Y:
iT-i R." }•.�r a� �+Y�i•'•�Zif'{i • r .1 _ ���:�. i :% : �+:..�• r- •''�•i !•�.. :.'„_... J:
�:�1LixZ�s R �.•�� •r �E+'C:.�• •L y= l: '1: is `y ;�•c:.�:i r'. •4 _
"M •'d
r•

PROJECT
TYPE
CONTENTS
CC.A-Z 1 r-/Cie
*•.Matterrf& Craig
C.�.Z."'�C^�s�• SIAt'�EYCPS
DATF / z-1 i r-(9 S COMM NO. I 714_
PREL_._.FINAI—_._SHEET NO. 3
CAL BY ta CKD. BY '
1
tip
:.d
••
USE 76 /Z' StAIL
3 14'1 ! 1' S v. 'C. y i
Zg, l a.r 04-
(XeZY, t.J C AVCi Ft.00 _ = 3•18 ciPp / Fr%
a`jd.rzo+..) Pte. p 3 = 79C'a C7PA jPT Z
1�r�.fTl� ?7rr]C C P F 3 L• 7/ rt&S
C 6 PAL :o 3979 &Pb irr
woo. G AAIL7 R.ow = ) S9Z c,'t / F--T-
4
•
• !• .�:�:% - niiL'=�• - r-t�=4. .. a .. .. - - ...•• ie ral�.3fi�'�!'*-.aai
• ►� tt-.:'—.3::T. �.. ,N .k:.s !141. --T" w.17.... ..,..`;.. .; ' {•••STD.' •�M�,,, -'�'
'- .:f.- .. r,�••rsVr.••...:...1�'��v.wY!!.'ii!V''..,1rb•"',•".
.. « . ..... .. M ► .. r +•r rl:, • �. •' ♦ '�' ii e r - • sh•'- �ji
- .'i •r. •� ti: r1 A _ �•J, �i �• .3 • • ••fy 2' .. r•+- i:1'ir ♦?♦t- y�^ - as y..r•Ti S' 4 �:'�
.... L 0" ti'n •• r r 4 ..1 I' C- rK -i J ' .�F'".. .•t♦ �-y� f� �.}•-,i.
's« ' .r '.,. '1..'�:..,-., 4 .i-. r,- i:•i• - , sue �` . 1-.,.i',�•"r' t�p �-•• ' �i ;,
.41-. .. •y.�• ��. +.,���[t C-•, v`3 cam. f.yV ...t .1 :��� i=i i.-y��.�_.I !•.,
j. i •. f-.'�%• .q-i-.:i ," 4*\C Tr-r ,♦A•'.• ,,,v, t tr•f.-c•2' r'f T� p.. �. ^�• +i _,
i R�L *,,*� ♦riC tf.�., �L•rx , ,.. ] . ,�.i .s _ ,... , : r:.r::.. •) ••K,'.� t „ N . �J. ► r2•■.•,.
' .J Y.,A�t:.� 4; .:1'�h/ •'.-•" "';• ': .�)i 1`,� �,.. 4-. .r{•..i•, ,'�+-..i'-'.'t �l:.t^.'t.':'2�:. ;` ' 7.-z;.--
jw ti,ay j: r-.S: L:L'�..:•y� a -At ." :J L}•L/�, .......:i!'- a%... •i� .. }~=s�•. Li,.. •:Y�• • or •�..r ' 4 �♦.
r. .• ..7.-�,• /r •r.Y,;-r.'r�•::.' `T. .-4•.t•. +�_.y,-fj �rf �li .. iq' .•T. ,•a <�1�'c.!,}. =3• ..1..
•

a
11.1111,0•• lea tivaPe • re,hiI 1a.ba
try_. 4.2 wri
.st• .-;• •r
. • ,
• • •,.• • ••• • • •1.1 • • • •••• ••••• • .1
• • • . • • •• • • • • • .• • • 0 .,./.11**.e•ale
•.#... 0111 . • 0,st • • • TO • VP ill.r.,•••10•••••1611•11•111 1.40 ',II • ,f01.116.1111•40.6.110010000000110.4•11•41111/11111•#16111.11411.1•111111.00•11061111614241
• • !ow*. 11•••1••••! .41 141..;••••• '••••1•0 ••••'••• • !!.•111••••1.4•1••••• • A sit
t• I It— • r • -iv` •t•-rx • •r • -rr•r-x•Y.r.
•
7 T T ,. t -•••••7 .
TABLE 10.5
Typical values for the design parameters for the activated -sludge processes
Process modification'
Conventional plug flow
Complete -mix
Slop•leed
Modified aorallon
Contact slabilizallon
ExIondoil aorallon
111011.ralo aorallon
Kraus process
oxy(joti
Oxidallou
Soquoncino tenth reactor
Deep shell reactor
Single -stage niellIcallon
Separate stage nitillicellon
'Cooled unit.
3-15
1-15
3-16
0.2-0.5
6-16
F IM.
11) BON
applied/
IALVSS • d
0.2-0.6
0.2-1.0
0.2-0.6
1.6-6.0
0.2-0.8
V01111110111c
loadin(J,
11) 1300s/
103113 •
20-40
50-120
40-60
76-150
60-75
2(1-30 0.05-0.15
6-10 0.4-1.5
5-15 0.3 -0.0
3-10 0.25-1.0
10-30 ' o.os-o.on
N/A 0.05-0.30
NI . 0.5-5.0
0-20 • 0.10-0.25
(0.02-0.15)°
16-100 '0. 005-0 20 . 3-0
• • (0.0.1-0.16)°
10-25
100-1,000
40-100
100-200
6-30
6-16
NI
6-20
•
mr. 5, mg/L.
1,000-3,000
1,000-0,500
1,500-3,600
200 -1,000
(1.1)00 -3,000)a
(4,000-0,000) b
1,500 -5.000
3,000-6,000
2,000-3,000
3.000-0,000
1,600 -5,000
1,60(1-5,000d
NI
1,500-3,600
1,600-3,600
V /Q,
4-0
3-5
3-5
1.5-3
(0.5- 1.0)a
(3 -6)b
10-30
2-4
4-11
I -3
0-30
12-50
0.6-5
0-16
3-0
•
0.25-0.75
0.25-1.0
0.25-0.75
0.05-0.25
0.5-1.50
0,5-1.50
1.0-.5.0
0.5-1.0
0.25-0.5
0.75-1.50
N/A
NI
0.50-1.50
0.50-2.0(1

r• . ^ • .�` x of :e17 '�f. 4: s+t
o
3 •
S.1
PROJECT
TYPE
CONTENTS
� i
lviartern
rag
CONSULTING e1GWES • suit YCQ.
DAT t` Zl 9 • -s
F i
COMM N0. l�S?
PREL_FINAL
CAL BY 121-�
SHEET NO.
CKD. BY
77
••
i
. J
iE$/ZIA' !- .) ,e-5
ti
I (b) _ 6s s7
90v - ,J o i -c!-{ • Coca M Ai J T&JA` c r'
/ / 3 bit
Ocve 4-- = 35; o°o 04/. 3 GPIYi
•
t t.ce Jv tM SA4cIA-!Ct = 1
35 No; CM
•
•
Z (1s 3 6P/9/ 3 3 ?- o CIPP ,Ovr-c {
1
o,6'
Gt 065r6...3 &9• '1
A3 83 4Pin Aoord
•

A'I�� 1J4flA 4YL1aW [w.A•L'i�, I. :.... i I. ,W.i �����•��
2.,I N.11nr41141130; Cl'S - 2.500111'5 (il'S (:I'S x 7.'1111
I r.A. -t• . ..s. (WM- CFS x4.111.ti hi(;I)- CAN x0.6(1i3
•
''
CFS
OPS
GPM
MAP
1;;i
CPS
QPS
RPM
MAR
101
QOoo0'y'
0.0002 •
00112 .
00000. 051
0.4044
3.474
206.1.
0,3001:1
1102
00001 '
00011
00635
0.0001 052
04815
3647
2108
03151
11113
00004
0.0029 .
0.1719 .
0.0003 I 0 53
0 5112
3 825
220.4
0.3301.1
304
00006 ••'
00060
03590
00005 054
05357 '
4008
2404
03462
DOS
00314 '•
0 010S ' .
00272
00009 1 0 65
0 6609..
4.104 ,
261,7
0.3025 i
106
0 0022 '
00165 '
0 9894
00014 0 68
0 5887 '
4 319
263 3
0.3792
301
00032 .
00212
1.458• ••
00021 l 061
06132
4.608 •
216.2 .
03943J
101
00045.
00339
2031
00029 051
06405
4791
2876
0,4139
100
00061 i
00464
2.720 ,, ..
00039 0 69
05085 .
6 001
300 0
0 43201
110
00011 '.
00511
3646
00051 060
06071
6216 ••
3129
04600
811
0 0100 ,;
0 0/11
4.603.:..
0000 . 0 01
0 7255
6.435 .
320.1
0 4090 1
812
00125 ,
00933
6697
00081 062
0.156/
6681
3398
04891
D.13
0.0152 ;
0.1140 .
8137; .
00038 . Q 63
0.7878
6.892
353.6
0 60001
014
00113.:
0.1372 •
8228
00118 064
05192
8125
307.7
05291
0.16
00211•.;
0.10)0:
9.111.
00141 0.66
0.8518
0311
382.2
0.66011
011
00258
0.1915
11.49
00165 060
08847
0618
397.1
05718
1.11
0.0291 '
0.2229
I3.37,. • •
013193 • 0 67
0.9188
8.812 .
412.3 . •
0.6937 1
811
00344 .
0 2571
15.42 •
00222 0 68
0 9533
7.131
427.8
0 6181
8.11
4103113 .`
0.2943
11.04
0.0254 ' 0 69
0.9667 •
7.304
443.1
0 6390 1
120
004417
03340.
2007
00219 0.70
1025
7.687
4600
06624
021
00500 '
0.3100
22.41
00327 0.71
1.062 ;
7.941
176.E
06803 1
022
00561 1
0 4240 •
26 47
0 0361 012
1.100
8 227
493 6
0.7107
023
00134:
04145'
21.41 ,
00410 0.73
1.130
1616
6109
0.73571
024
00105=
05217
3168
00458 074
1.171
1110
6206
07011
025
0 0111 ..
0.6845
35 06
00.505 0.75
1.211 .
9 111
648 0 .
0.1871:1
026
00862„
06447:•
3887 •
00557 076
1.259
9411
6650
08138
021
0.0947'.'
0.1084 ',:
42.60 ,'
00612 0.77
1.301
9.730
683.1
084061
021
0.1037t,
01759
4655 '
00670 078
1.343
1005
602.9
0.86112.
079
0.1132,
0.8170 '.
60.11.
0 0132 0.79
1.387
10.31
022.4
0.8903 !
030
0.1232,
09219':
55.31
00798 080
1.431
10)1
842.3
0 9249 .
131
0.1331 4.
1.001: ••
60 03
0 0865 0.81
1.478
11.04 .
662.6
0.0511 '
032
0.1441 '
1043.7?
6499
00936 012
1522
11.39
683.2
011835.
0.13
0.1544 `.
1.170 : , .
70.19
0.1011 ! 0 83
1.689
11.14 .
70i42
1.014: '1
034
0.1645
1.201.:;
7563
0.1009 084
1617
1209
7255
1015.1
1.36
0.1112 •
1.355 % _
11.31 .
0.1171 . 0 85
1.665
12.10
117.4 .
I.010 •:1
036
0 1144
1 454 '';•
61.25
0 1258 0 86
1.715
12 63
109 0
1.100
131
es.
0.2042,
02221+t
1.667 f:':
1666 .,
9343
9087
0.1346 001
01431 060
1.765
1010
1320
13au
MA1.141..1
116.1
1.114 !'
13$
023119'
1.176 ;+.
1046 ' .
0.1536 . 0 01
1.004
13.91 ,
636.4
1.207 .,
140
0.2530 1.i
1193 :)•
113.4
0 1635 0.90
1.921
14.37
882.2
1.242
N1
02691;:
2.013'.
120.1 ,
0.1739 Olt
1.914
11.77
880.3 ;
,
1.174.i1
0.42
0 2151'�r
2.138 r ,
128.3
01047 ' 002
2030
15.18
0109 •
1.312 .w;;
0.43
0.3031 A`.,.
2.2161
134.0 •'
0.1969 0.9!
2.086
16.60
9341 ' `
1.341„ ?;
0.44
0.32107,
2.402 ;:
144.1 •
02015 0.94
2.142
1602
1161.2 . '
1.384?a,
145
0.3390 µ
2.611 s.
162.1 :
02195 . 0.95
2.199
16.46 . ,
907.0 .. -
1.421::1
44*035811
;
2.6641':
1610
02319 006
2257
1680
1013
1.450%;i•
0.47
0-3716
2.132• ;
109.0 .,
02441 09/
2.317 .
17.33
1040 .
1,407;';
0.41
036914
2.985 v,;
179.1
02519 0.98
2.311
11.71
1007,..':
1.630;;,.
0.41
0.4202%
3.141,..
108.0..:.
0.2718 0.99
2.436..
10.21...
1091;;,:.
1.670'11'
0.50
0.4411 ='
3 304 =•�• •
1883
0 2056 1.00
2 600
18.70
1122 ...•:
1.618 0.,
,1
4
•• •
'1
... .1 .... , I !':�r�:.� i_i:i'•t:l :4i i L�
CI'S"2.500112'5 C,I'S"(TSx7.Qtii
C,I1tvI-C1'Sx4411.11 M(i1) x0.6463
uFoBI110 CPS RPS RPM MAP
' `:,1.' LGI LOU , is 19• II r;:..1159.:. a 1.654.is 1.51 7,005 : 62.105321
1.02 2 621 19 65 1119 1.698 1.52 Z• 121
yy
1 i�CIA 2.758 20 63 :1 1238 .11 1.782 a 1.54 7 358 6554.004
•1 t' >I,46 2.671 :.': Z1.17;:'.:. I?68,.11 1.826ht 1.65 1.410.,: 65.04..
1.06 2 892 21 64 1298 1.869 1.56 1 599 56 85
ii47. 7.061.1.:'., 22,16:.r.•: 1329 �, 1.911,:; L67 1,721. 61.76
' ! 1 08 3 030 22 61 1360 1.959 1.58 7.845 58 69
I• jljy 3.101 :,; 2320 •.. 1392'': 2.004,:'• 1.69 7.070 6062
� 1.10 3 173 23 73 1424 2 050 160 6 005 G0 56
i i,Il 3245.1,, 24.21.... 1458 •:i• 2.007 1OI 8.223 01.6)
,r 1.12 3 319 24 83 14119 2.145 162 8 351 02A7
4 IA d 3.393 iv. 26,1? • .:• 1523 .:: 2.193 ;:: 1.63 0.480 ,' • 63.44
1, 1.14 3 469 25 05 1557 2 ?42 1.64 8 611 64.42
" )111/ 3.640 , ; '20,6Z .. ; I691. ,. 2.201 _, ' 1.65 0.743 •, 0540 40
1 . ,1: 1.16 3 623 27.10 1620 2.342 1 60 8.870 60 40
3i17 ;.102:.,+t: 27,49. I6611' 2.302;1: 1.67 9.014:;; 67.40
t• 1.18 3 781 20 29 1697 2 444 1.68 9.146 68/2
119 ;•89?,.:i: 20 Q9 i'•': 1733 :::' 2.406., : 1.69 0.202 60.44 ,
r1 .. 1.20 3 044 29 60 1170 2 540 1.10 9.420 701 47
341 4 Q20 •.1f 30,17 .{' 1807 , i 3 2,602. • 1.71 9 669 71.51
'I 1.22 4.110 30./6 1045 2658 1.72 9.700 72.58
1,?3 1.145';:;. 31.38 ; • 1063 r 2.111:' , 1.73 0.04)
14
1 24 4 280 32.02 1021 2.780 1.14 0 004 778342.164293
1,�� 4.367,•;'• 32.g7 ; 1, 19G0 ;I: 2.823 , 1.75 10.13 . 76,71
26 4 455 33 33 1999, 2.819 1.76 10 27 76 86
11V? 4,614 ...".• 33.9?:::, . 2039..•;': 2.037.; ; 1.71 10.42 77.95
1.28 4 634 34 61 2030 2.995 • 1.78 10 51 79 00
4 r' ' 1,?0 .1.1?5..... .45, ? .:4: ? I21 :;. , 9.051; .. 1.19 10.72 80.11
1.30 4 till 3601 2162 3.113 1.80 10.87 81.30
910.;;. 9Q•73i:,. 2204 ;:.• 3.17.1.,.:. 1•a1 11:42 ..'
4`32 60(15 37.44 2240 3.235 1.82 11.17 83.58
143 6.144..:; 10.16;.1'._ ?7u9 .;,' 3.204::. 1:01 11.33 : 84,73
1;• : 1.34 6.100 38 07 2332 3.358 1.84 11.45 85.89
I.35 6.294..:, ,0P.. .. ?37t1.ti:' 3.12I:. 1.05 11.04 .. 87.06
'0r 1 30 6 392 40 34 2420 3 405 1.80 11.80 88 24
4• 1,31 6.1V2. ;. 11:41►:,,• 740a .i .. ;1660. 1.87 11.95 80.43
.30 5 503 41.64 2510 3 015 1 89 12 12 909141534,
1,311 6.OVV,.,.:..:12,Q0,.:.. 'Mt1 8 001 , , 1.00 11t.28 91.64,
%• 1.40 5.798 43.37 2602 3.747 1.90 12.44 93 08
1111 6.90?..:,. 11,1k.1:: P12.L 11111.:,.; 1.91 12.60 ••' 94.29
..i14.1., t .v 1.42 6 007 4191 2690 3 682 1.92 12.77 95.53
•
. • ; 1,13 @•11?.,i). 1Sa17Jt.1 2(14.11 ?,9�1.;:.; I•�? 12.p1 06.18
1. 1.4;,, ;.
,,.,, .44 8.221 465 2792 4.021 1.94 13.11 08.01
;..;`w;'''s,: 1144 4.3?9.i1::: a1,94.'1r; 7411.:i: 1Q9t:::.:145 13.27.:' 09.31
::::i.t.i;1.40 8 439 48.17 2890 4.162 1.90 13 45 1006
't , ' ..;1.47 0.500,:... 4Q•Q9i i• 1'a10 .h, 4.233 .. 1.97 13 62 . •101.0 1.48 0 002 49 004 2090 4.306 1.08 13.70 103.2
F^:I, .10 Q,U8,,:. 0:641i: 3 ?11.:::. 4.37>74..: 1.99 13i•91 '.. 104.5
!' 'r• .' 1. .,,,,;.....0.,,,,.,q41.7sipelig•-•i.tri , 137
!; 1.60 0 889 51.64 3092 4.452 2.00 14.14 105 8
3144
3196
3249
3302
3356 •
3410
3465
3521
3577
3631
3000
3748
3808
3865
3024
39113
4044
4105
4108
4228
4200
4353
4417
4481
4546
4611
4671
4743
4810
4877
4945
5014
5083
5153
5223
5294
6365
6437
6510
5583
5657
5731
6606
5882
5058
6034
6112
0190
6268
6347
4602
1.618 .:
4.755
4.833 :.
4.911
4.090
5 070
5.151
5.232
6.314 '
5.39/
5.481,
5.565
6.650 '.
5.730
6.823
5 011
0.999 ',
6 088
6.178
6.269
8.360 ''.
0.453
8.546
6640
6.735
6 830
6.928
7.024
7.121
7.220
7.320 ••
7.420
7.521•
7 G24
7.12u
7 630
7.936
8.040
8.148
8253
8.381
8.470
8579
8 690
8AOI
8.013
9.020.. •
9.140

•r
ZLIA
PROJECT � 4fi< ,G -'- AJ t 77c (./
1
Aidf/C-x.3
TYPE !1 &Z,
CONTENTS
t.
Arc;ciAJC.Fail
/Gaa
21/c‘
Aga
(/6„r)(5./4-)(,-)1
V
DAT
Mattern & Craig
=. COMM NO. /4574
PREL__FINAL ___— SHEET NO. 1
CAL. BY OAY CKD. BY Sk. :
Cam, a r� /,-I / ir, o =
'- 5/OF
#r a zit
/1 5 % / s ry./C.
r
.3 Z k 1 �/ = X f• CS. ) 35: /';
f
A c-% ii6v)-2.- ./..2 - (
CI iJ�
((i2or. (g.?4(/#)(045) — 7 PPS
36G - 6%.'w �.
ilaxivzseP- Pe--77/4 r?=.73 D
.01 c7,11.iP4.
•
aka Li/� ✓ ! 5`'�4.4 ;',GQ�I
; ' ' . 14•1/ g(15... e4 .: •
•' ...". ' � � .. • -•
..fir � % T�R�•t
•
w. A. .•
•r:_ .-- .04-2.V.ice
%se •�`�' f�. '. '-• . i.. ,

• .-
PROJECT
TYPE
CONTENTS
Mattern. & Craig
DATE_00c COMM Nb''`�'1S7,i
PREL___F1NAL SHEET NO. 8
CAL BYE% "7 CKD. BY'
• a:
i
r
a
1,
4
•
JO
EA./ 7:cf„,a0
ZdLo"
-t
.
A d I
Ce.R -
• may ... •. -.s' • 1'-••.�� ••-T�<� -i+
• . :.«. •:L _Y s: •• .. .:.'' r.l moo.!' f.y:i
a .. •• • .++. t• Nam\,•.i ••f.•:' i • t•3:-• ` f'� ♦�!-
X•�•-•rT ti� r-n: +�t
\•!•, fir: aCt.�y
•
11,
►Sae-tl3s?e }.ate
•
'i�1. X.t`f yt,.•'/�.•��•`t=•�ti'
• : v:'.y ±�S .A .-Ty"- jai ••• `'• , •N h ••• • • ... ; • 4'

•
PROJECT CA5/4161es
�W-re
•
TUC A-5676E:-.
TYPE C,aGalt>477o6kJ /)ECE.o/ .
CONTENTS
DATE
CONSULTING ENGINEERS • SURVEYORS
COMM NO.
PREL._FINA� SHEET NO. I
CAL. BY CKD. BY
4
54,1
•
1..A.) o ;
i'cr A CVAX ced
-ra F/LrEREi
'e, = 3o in ix)
N4
AJ o-
Z xioZ
_1—
io
(i�.z3 c{f)
('4o.3 4.0-3
36.ai•-1=1
4- o. Z3 Ct
Ct 155.5
Ms lQ
• co2 Paler. z • s •
fri4(1) (Z5)= 1316
D° v"/
zo./„„,„,y
-x.°1; : P-7/ oo m p
r� I� Sa.1
SteE CO M r3t'!? To lia0V 1 30 ins) 1�.T0,-)T7°J
2P8
(o,00O 610 kiJa fri/a_�
� �/rn)('3m'cod
•
u083 27
tit-6067At.)�(7.vs c�/cr)
Q = 6.2(41 G/1)').)/(?s'16 latc)
' - ---ASc:u ''''.
•-s ,
.
•CP
•
: y • = I' . r': �.S7�i »71':'�_ !R�►'�9 E; •-'L !� ' +v�s+7+%�•.f.:i�Y �

• • • •,• • • '•••• ••• • : !-
..
PROJECT
TYPE
CONTENTS
• V
DrZ/41-04. Arn Be%
CONSUL1ING ENGINEERS • SURVEYORS
DATF COMM NO
PREL FINAL SHEET NO.
CAL BY
CKD. BY
17 /10 Fl-vair /F-r-e)See
PzATE
Le
A?c 3 (4,4')- it-27-61 5 r
ry-zr. C ni
ke— r Fig)
41,
Si FE CA.OZAM-114 - PeAr
•
• •
(5. zfri te)(0 44-7o z ,$)(8 %A) = e hiti CC..2
ZoJuE u ST" V 1 oo Co:or204. u tr ibkr
R.DTvritz.12.. ) O/
kal •of-dke
(5.2,111.e)(0,v.f4610) .9.3q 14/641. 8 7
•
. •••• -
• - •
•
• ••••
• .d yz.m.)V6-26
•
. . ?Wt... • .
Isn.16 yr. .i•-•ei•%' 4
. .
;VI
. ••7T",.4.1:1'-•

4.4
3 7.,
•
•
-
PROJECT
TYPE
CONTENTS
MatIem & Craig
CONSULTING ENGINEERS • SURVEYORS
DATF COMM NO.
PREL._FINAL SHEET NO. ._
CAL. BY CKD. BY
b C.&okivA-7/0 ,..J - soZ
-70sAcc-42a (0, 9 /7-1.€)/.0% a...)
851 E G�! (ha fps /2 )/ me it at)
1.0 (54)-:; S .11 M 1.Q '5.41
•
i1,•t•:? mac: �'7����.y�-•M
*173
•
1-2E - Poke
(s.-L m�12)(z 1460)(2.$)(8,3q1 %440)--7 zi .7 W/T�,
l
Pi2DviD w47- Via) CoNrIo uurl
/2 ,7r , e va
Av4 60%. usAcie
i
014 /Q YD. y ii160, C8. 311 4.44.,
/SD CYUmDies 04.
•
.r "r.f )wI Z•
.. .. .ri.f. •,•
8.7'/�
{
r
14
•{l
�f .' v�.tii �• i•(•� �Z ..• .i1, D1�• 1•.!•2' j `l�• :;I:•ti •• ,� 1•� .! 1�..
s1• ham: _ '•�'�•i-:-t.%L ���' -'.c.; _ s.. pia !:

INSTALLATION
INJECTOR HYDRAULIC OPERATING REQUIREMENTS DATA
200
150
20
10
3/4" Fixed Throat Injector 1 5.170
INJECTOR INLET PRESSURE VS. THROAT & TAILPIECE SELECTION
80-1400
45-16514
80-1400
55-16514
50-242J
85-1400
73-16514
62-1935
55-242J
95-1400
90-16514
80-1933
65-2423
135-1400
105-19314
95-242J
205-1201'
175-1401'
160-1650
140-19314
120-242H
230-1201'
200-1401'
185-1650
175-193G
155-242H
230-1401'
220-1650
195-1930
185-242H
265-1401'
222-193G
250-1930
280-1930
55-1400
85-1201'
95-1201'
110-1201'
145-1201'
175-1201'
215-120E
235-120E
265-120E
255-1651'
300-1651'
40-16514
55-1400
65-1400
80-1400
115-1401'
150-1401'
185-1401'
220-1401'
222-1651'
240-1930
270-1930
35-242J
50-165H
63-16514
70-19314
110-1650
140-1650
170-1651'
190-1651'
210-1930
45-1933
53-1933
55-242J
95-19314
125-1930
150-193G
180-1930
40-2423
45-2423
65-24214
115-24214
100-84D
100-99E
15C-94D
170-840
200-84D
185-990
185-120E
215-120E
255-120E
300-120E
300-1651'
80-99E
60-1201'
123-99E
145- 990
175-990
160-120E
170-1401'
205-1401'
245-1401'
285-1401'
250-1935
45-1201'
50-1400
73-1201'
85-1201'
125-1201'
140-140F
155-1651'
185-1651'
222-1651'
260-1651'
30-165H
40-15514
55-14CG
75-140G
105-1401'
130-1651'
135-1935
160-1935
190-193S
220-1935
25-2423
35-1933
5C-.65H
65-1650
100-1650
115-193S
30-2423
42-1933
55-1930
80-1930
35-242J
45-242J
75-70C
85-70C
92-70C
110-70C
145-70C
155-84C
185-84C
215-84C
242-99D
275-990
300-1651'
40-840
65-840
75-940
95-840
130-84D
145-990
165-990
200-990
22C-165F
260-1651'
245-193S
35-120E
50-990
65-990
85-990
120-990
135-120E
160-1401'
185-1651'
135-193S
215-1935
20-1401'
40-120E
45-120E
55-120E
95-120E
120-1401'
150-1651'
155-1935
15-1933
25-1401'
35-1401'
50-1401'
85-1401'
115-1651'
125-193S
20-1933
25-24214
40-193S
80-1651'
95-193S
70-193 S
35-70C
40-70C
45-70C
55-70C
100-708
135-708
175-708
230-708
260-848
300-848
300-990
25-840
35-840
43-840
50-990
80-990
115-990
150-990
215-848
225-990
265-990
245-1935
15-1401'
20-1401'
I5-140G
45-1401'
65-1935
95-193S
125-193S
190-990
195-1935
215-193S
10-1930
15-1930
23-1930
35-193G
155-193S
25-70C
30-70C
35-70C
55-7CC
100-708
135-708
175-708
230-708
260-848
300-848
300-990
15-840
25-990
3:-990
45-990
80-990
115-990
150-990
215-848
225-990
265-990
245-1935
10-1651'
20-1651'
25-193S
35-193S
654193S
95-193S
125-193S
190-990
185-193S
215-193S
155-193S
I
0
NOTES
5
10
20
40 60
80
BACKPRESSURE, PSI
100
120
140
160
1. SELECTION DATA ABOVE REPRESENTS ACTUAL INJECTOR PERFORMANCE PLUS A SAFETY FACTOR ADDED TO THE OPERATING
PRESSURE AND WATER FLOW REQUIREMENTS. THE SAFETY FACTOR ALLOWS FOR TYPICAL VARIATIONS IN OPERATING WATER
SUPPLY OR DISCHARGE UNE HYDRAULICS AND FOR BOOSTER PUMP IMPELLER WEAR.
2. DATA APPLIES TO CHLORINE ONLY. FOR OPERATING REQUIREMENTS OF OTHER GAS FEEDERS, CONSULT FACTORY.
3. FOR FEED RATES OR BACKPRESSURES WHICH FALL BETWEEN THOSE INDICATED, IT IS RECOMMENDED THE NEXT HIGHEST VALUE
BE USED.
grWALLACE & TIERNAN w
WALLACE & TIERNAN, INC.
25 MAIN ST., BELLEVILLE, NJ. 07109-3057
CAT. NO. 5.170
4»

INJECTOR HYDRAULIC OPERATING REQUIREMENTS
INSTALLATION
DATA
.
•
FLOW (GPM)
100
90 -
80- •- •:.._
70 - - - • ..
60 - - -----_ -.
50----
40- -
1" And 3/4" Fixed Throat Injector
OPERATING WATER VS. THROAT SIZE
•
30 •-•- --- - -
20 -d • •.-.
10
9-
8- -•-
6
4
1
0.9 - - -•
0.8 - -
0.7
o.s - •
0.5
0.4--=- -..-
0.3
0.1
10
iM
2
i 1 I i 1 1 1 1
30 40 50 60 CO 100
INITIAL OPERATING WATER PRESSURE (PS)
260
300
5.172
tVWMIACE &TIERNAN"
WALLACE & TIERNAN, INC
25 MAIN St., BELLEVILLE, N.J. 07109-3057
CAT. NO. 5.172

• 0
•
�i •�i
_ ~s�
Mattern & Craig
72, °
17.0
14.
PROJECT eAsat es
TYPE Ge-Z TAc S J4
CONTENTS
it y --G,
) ?•c i /7 -O" I` 9' /.I
1
ISLA 5rZE = 12'X 1(
. ASS Mg
UP - ur
DATF
CONSULTING ENGINEERS • SURVEYORS
COMM NO. l S-7/°
PREL. x FINAL SHEET NO.
CAL. BY 'fig CKD. BY
boo `r'2 Fzc;9 PAW
(17)(9)(q sYL.z.4 qz, 9622. 1th
2Es1sr �-o2CE A..)-JSn
eqZ..9404) 6g)tr- kr). 3 g
Solt oN Fflor1�1L1
(q)(' y (gyp} - 17 (9).1(i/o Ice)
7-AA1k . t„ar
Z 67t lC t 9 (4/, )( /!i) C1149#/CF
R. s/4-r EE'Q'Q (3'r rooii .icv
413, o - 2.4.G - 3.7 =
3/ 4
•
•
D , , sa -.o4, = d 54`1 144
MW it7 o� Foorlw(, / = �9C� i..t) O 8
�
o. ooi s (17-) - o,
.
• L.A404
. �.
•:..;.-:i''.'.:,s •4Z.3'°ei�,1(t'''� ;�.�
.z
I
•
-•l ••'.r. it :w
•
•
w

a
C
Or IN
PROJECT
• GI/C6410
TYPE
CONTENTS
•
-�,� ,•-.•n••1''•+�� �. ,1Lv •-•yam T��. A►ii :+• t '•s"� t par.•
A
a
• sogm614el) L)F
ec
raig
cONSULII G ENGiNEERS • SURVEYORS
•
DATF C M NO
PREL. X FINA SHEET NO. 5
CAL. BY KD. BY
•
ih
SeJ:r-el A -IA
1
•
' y j..._ .ti - •.: i. ! a r L: x. �.�'�±,ice-

p
•[
•
•
PROJECT
•1
Mattern & Craig
}gel
TYPE
CONTENTS
CONSULTING ENGINES • SURVEYORS
DATF COMM NO.
PREL. X FINAL SHEET NO. IQ.
CAL. BY CKD. BY
PuAr6
oi
r-rc1Sa2 7
1
z' o"
•.• . ilT. , a. . Y, : c am -
Sccrto
ti▪ e
�� • �• � ' M1 - Na
R _�: fib\ -.ice: .rJ `Lt.C����Sr+Z.I. f•. :T.<: '+] 1'-J+.!�f t�.'l T'i �;
,• a
.; G •��,'''▪ �'t�' it �'t.-.�a:: K-s: "�- �. _

;NR
"
t
PROJECT 6-eS V
LJ rP
TYPE Po sr / T, o..../
CONTENTS
Mattern&Crthg
./pq
• cONSULIING ENGINEERS • SURVEYORS
DATE /.49/76 COMM NO 4bv 7 P
PREL. X FINA! SHEET NO. -r
CAL. BY X4'3 CKD. BY
•
•
w
41,2
POST - Atj4'TIO »1 - Ch5 cA-O
j Lart) rOe7r-A-LI•
�f 1LY T-6nP roe
F/G 3-'0
co
G
d ebbe,- ASSvrr}) -lCj 2Z o frmX
60c.t3T T/V 7E o `rE 2
A t. src A-T rerIP 9 o
A?P w x E CS (t t sc �►� j.2
0
- boo
mi l.Q
MQ /-e - P612/Y) l r VA4t
C5- c. 11.55 -!.o _
�' l+ ies'Cr &to — 1.90
I
1 f. 11 a. 6 (/t,o,rh
/ t .11 68)6,1) , age, (9))6)
�a137
••� t37" = 1.9 •.
l , /. 9
AJ = tsi 137 = 5.0
C� T= 90�
(�z 3,33(L — O.LP )14
O = 0.1 144 "- 0.31 CAS
y.c
,31 r- 3,3 36. - 0.2. (,17) (.17
•
•
•,:/.v;•. yj,sr�--tr.•
•
. -ram:' ' �= �.:�{'�' �+.;.� ^'�,y7�.�•`'t`•'`+.n,,_+,j••
-71.34
.. ti
,�t� ,
-v�C� —
,_!r!!M!w_.lwt

PROJECT
Mattern& Craig
7.,11
k.1
-7-
TYPE
CONTENTS
CONSULTING ENGINEERS • SURVEYORS
DATF COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD. BY
*P.
Ls:
3qz-7.0
;..
0= 0,78
._
./
" '
IT'
-
. CE s"
Fi--4,•
" .., ••
..,
.
_
• •
• . "
; A
-
-- • • Led •• •-c •
• -- • ••••
19
CON. bssrei ;Nur/04
i>irFusozs
t 3r T.
. • • s •
- - , • t
• •
- • -- , - - • - •
•••;Z::,....Zawc**‘;c4••
-ragsfo:.;
• y • -*Ir
.5.11 • L..4 •
••• 4.
•- ' . • ...tn
'3.
'-o (rre)
191
-3-12f,sa .
•
71. • ••
10e. — •
• • ••• • ' • • J.. • ibailsrr
.•
MC•I'..

CASHIERS WWTP HYDRAULIC GRADE
UNIT
CONTROL
ELEVATION
FLOW (MGD)
HEAD LOSS
HGL
CL2/S02
90° V-notch .
3427.00
0.20
0.43
3427.43
0.50
0.63
3427.63
Piping
2-6" @ 30' &
3427.43
0.20
0
3427.43
1-8" ® 10'
3427.63
0.50
0
3427.63
Filters
60° V-notch
3430.31
0.10
0.41
3430.72
0.25
0.59
3430.90
Piping
2-6" @ 30' &
3430.72
0.20
0.02 •
3430.74
1-8" ® 150' •
3430.90
0.50
0.24
3431.14
Clarifier
3 8-90 ° V-notches
3438.45
0.10
0.08
3 43 8.53
0.25
0.11
3438.56
Piping
2-6" @ 100'
3438.53
0.20 •
0.06
3438.59
3438.56
0.50
0.36
3438.92
Aeration Basin
36' Rectangular Weir
3439.00
0.10
0.01
3439.01
w/out end contractions
0.25
0.02
3439.02

\N A TF 06 2/' if Michael F. Easley
% Governor
r William G. Ross, Jr., Secretary
_i North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Water Quality Section/ NPDES Unit
FAX: [phone]
10/8/01
FAX TO: Randy Beckner
FAX NUMBER: 828 254 4562
Re.: Cashiers WWTP
FROM: Susan A. Wilson, P.E.
PHONE: [phone], ext. 51
NO. OF PAGES INCLUDING THIS SHEET: 3
Randy:
Here are my additional comments. Could be that you just need to point me in the right direction on some of these
questions. I've had to put this project down and pick it back up again so many times I may have inadvertently
shuffled new information in with old information. Just give me a call after you receive this. There are some new
comments in here.
Also, as I'm sure you and your client are aware — I've had many conversations with concerned citizens in this
area. They've requested a public hearing (which we do not traditionally do with Authorization to Construct
permits). Due to those concerns/requests, I'll have to run this one up the line after my review. Thanks Randy.
Susan

Cashiers WWTP
Page 1
Tuckaseigee/ Cashiers WWTP NC0063321 ATC 06332 1ACF
10/8/01
Randy - on the correspondence of 3/23/01 and 4/24/01, since there are some
statements in the correspondence and I'm accepting them as fact, I'd prefer your stamp
and signature as a P.E. on them (rather than someone signing for you). A copy of them
with your signature/stamp is fine.
Information still needed:
Headworks:
(I don't have - or can't find - documentation of this), the 3/23/01 letter states that this
was addressed in the revised design notes (either I've misplaced that or I didn't get
that).
Equalization:
What is the existing equalization capacity? (I'm still having difficulty locating this
information from your recent submittal). Proposed part of the plant indicates 25,000
gallons. At least 25% of ADD (0.2 MGD) of EQ must be provided (= 50,000 gals.).
Aeration Basin (I still need clarification with this):
Calculations regarding mixing and aeration requirements to comply with the more
stringent limits at the expanded flow (0.2 MGD) .
Can existing package plant comply with more stringent limits (What is detention time in
existing basin? Will existing clarifier/digester be used?)
There is no statement/information in the specs. relating the ADD flow and limits that
must be met.
Also, I need documentation of the total aeration requirements at the plant vs. what is
supplied (including EQ, post aeration, digesters, etc.)
Digesters (still need clarification on this) :
What is total digester capacity? Please provide calculations to ensure that provided
capacity can conform with 30 day holding time.
It's still unclear (to me) from the most recent submittal what the existing digester
capacity is (I see from your response that the existing digester will be used).
Also, although I follow your calcs. with regard to digestion capacity for the new digester,
please explain how the Yobs of 0.31 was determined. This seems fairly low for typical
wastewater.
Clarifiers:
The overflow rate for the existing clarifiers appears high. Based on a surface area of
288 ft2, the peak overflow rate would be 868 gpd/ft2 (this is outside the typical range of
600-800 gpd/ft2). Unfortunately, this apparently was not addressed in the previous
Authorization to Construct and may be a source of problems now, as the existing plant
approaches design flow. Please discuss with the owner how this may be addressed to
prevent problems in the future. The additional equalization with the expansion phase
may reduce this problem for a period of time until flows again approach design levels.

Cashiers WWTP
Page 2
Filters:
The calculations for the filters are adequate and within design range. However, the
most recent inspection report noted a problem with the operation of the filters (this
could be attributable to the elevated clarifier peak overflow rate and a subsequent
washout of solids - however, this is speculative) . Please discuss this problem with the
operator and owner. We'll likely put some type of clause in the ATC requiring an
optimization plan or operational inspection of the filters.
Blowers:
Are/will the blower enclosures be insulated? Can any other efforts be made to reduce
noise?
Standby power (I don't think I originally asked for this and I should have) :
Provide information re. standby power currently supplied and currently required for the
additional treatment units.

s•
Mattern & Craig
SINCE
1978 ,, ! I I N
CONSULTING ENGINEERS•SUR'JEYOI S
J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm James Jones
Randy W. Beckner
April 24, 2001
Susan A. Wilson
NCDENR
Suite 942
512 N. Salisbury Street
Raleigh, NC 27604
Re: Cashiers WWTP
Reply to Comments
Comm. No. 1457P
Dear Susan,
1 2 2001 i j1
Wm. ThomAus
DENR -WATER QU,f�'lley C. Cr.
PONT SOURCE BRA1d P. Wils
g
n
Edwin K. Mattern. Jr. (1949-1982)
Sam H. McGhee. Ill (Retired)
In replying to your comment letter of March 6, 2001, we failed to include a revision to
the specifications which was indicated as completed.
Comment No. 5 asked for a blower size. The sizing information was left out of the
specifications. The following revision has been made to the specifications:
Section 11251— 2.1.E.10. The blowers shall be Model 4A Universal RAI
frame size 56, as manufactured by Roots Division of Dresser Industries,
Inc. Each blower shall be capable of producing 415 SCFM @ 5 PSI at
sea level, 70F. Project site elevation is 3440 feet. Blowers shall deliver
the required volume at 3440 feet at 90F. Motor shall be 20 HP, 240
VAC, 3 Phase.
If you have any questions, please do not hesitate to contact me.
Sincerely,
MATTERN & CRAIG
RWB/dm
Randy W. Beckner, P.E.
Principal
429 Clay Street, Kingsport, Tennessee 37660
[phone] Fax [phone]

SINCE
Mattern & Craig
1978
CONSULTING ENGINEERS.SURVEYORS
J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm. James Jones
Randy W. Beckner
March 23, 2001
Susan A. Wilson
NCDENR
Suite 942
512 N. Salisbury Street
Raleigh, NC 27604
Re: Cashiers WWTP
Reply to Comments
Comm. No.
Dear Susan,
Wm. Thomas Austin
Bradley C. Craig
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, III (Retired)
We received your letter of March 6, 2001 concerning comments on Cashiers WWTP.
Enclosed are our responses to your comments. Where required, revised design notes were
prepared. For continuity, a complete set of design notes, including revisions is included.
1. A construction sequence is provided. A hydraulic profile is included.
2. The existing headworks can accommodate the increased flow. This is
addressed in the revised design notes.
3. An equalization basin has been added.
4. Detention time for the existing aeration basin is calculated in revised design
notes.
5. The new blower size is indicated in the specifications. The new blowers will ,,
include noise reduction — a fiberglass enclosure is shown on the drawings.
6. Digester capacity and design notes are included.
7. The existing digester will be used. A revised summary table is included in the
design notes addressing these design issues.
8. Filter loading rates are included on the summary table. The filter bypass is
eliminated.
9. The chlorine contact basin has been revised and a separate post aeration basin
provided.
10. These comments are addressed in a separate letter, attached to this letter.
11. The treatment plant meets these buffer requirements. Although not indicated
on the plans, buffer areas around the proposed plant are adequate to meet
these requirements.
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]

Susan A. Wilson
March 23, 2001
Page 2
If you have any questions, please do not hesitate to contact me.
Sincerely,
MATTERN & CRAIG
Randy W. Beckner, P.E.
Principal
RWB/rjm
cc: Jerry King, Tuckaseigee WASA

J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm. James Jones
Randy W. Beckner
Susan A. Wilson
NCDENR
Division of Water Quality
Suite 942
512 N. Salisbury Street
Raleigh, NC 27604
Dear Susan,
I9C Mattern & Craig
S
CONSULTING ENGINEERS' SURVEYORS
March 23, 2001
Wm. Thomas Austin
Bradley C. Craig
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, III (Retired)
Re: Cashiers WWTP
Reply to Comments by W. E.
Anderson, May 3, 2000
Comm. No.
We received your letter of March 6, 2001 concerning comments on Cashiers WWTP.
In this letter you asked for responses to a memorandum prepared by W. E. Anderson,
Regional Water Quality Supervisor, Asheville Region. Enclosed are our responses to Mr.
Anderson's comments.
1. These floor drains drain with the scum system which drains to the filter
backwash pumps at an elevation approximately 2 feet lower than the floor
drains.
2. An air line is run from the blowers to the filters for air scour.
3. The filter tank overflow has been eliminated on sheet 8.
4. The sampler line is run over the wall, and is shown on sheet 9.
5. The sampler is flow proportioned, as specified in section 11251-2.06.D3.b.
6. The air diffusers have been relocated to the post aeration tank.
7. The aerators were removed from the chlorine tank. Besides this change, we
are comfortable with the layout of the chlorine/sulfur dioxide contact tank.
8. Design notes showing digester sludge storage are included. A minimum of 30
days storage is provided.
9. An additional 25,000 gallons of equalization storage is provided.
10. Sheets 11 and 12 show the exhaust fan details. Each fan exhausts directly
through the roof. In addition, a fresh air vent is detailed on sheet 12.
11. The SCBA is relocated outside, although we would prefer that it be mounted
inside the building. This will keep the equipment in better condition, protect it
from freezing temperatures, and reduce the possibility of vandalism.
OO
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]

Ms. Susan Wilson
March 23, 2001
Page 2
12. The gas detector on sheet 10 has a note to locate it 12-inches above finished
floor.
13. There is a second door on the building.
14. We have reviewed the plans for elevation anomalies. In addition, we have
provided a hydraulic profile in the design notes.
15. Truck access to the filters is provided.
If you have any questions, please do not hesitate to contact me.
Sincerely,
MATTERN & CRAIG
Randy W. Beckner, P.E.
Principal
RWB/rjm
cc: Jerry King, Tuckaseigee WASA

March 23, 2001
Susan A. Wilson
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Cashiers WWTP
Reply to Comments
Comm. No.
Dear Susan,
We received your letter of March 6, 2001 concerning comments on Cashiers WWTP.
Enclosed are our responses to your comments. Where required, revised design notes were
prepared. For continuity, a complete set of design notes, including revisions is included.
1. A construction sequence is provided. A hydraulic profile is included.
2. The existing headworks can accommodate the increased flow. This is
addressed in the revised design notes.
3. An equalization basin has been added.
4. Detention time for the existing aeration basin is calculated in revised design
notes.
5. The new blower size is indicated in the specifications. The new blowers will
include noise reduction — a fiberglass enclosure is shown on the drawings.
6. Digester capacity and design notes are included.
7. The existing digester will be used. A revised summary table is included in the
design notes addressing these design issues.
8. Filter loading rates are included on the summary table. The filter bypass is
eliminated.
9. The chlorine contact basin has been revised and a separate post aeration basin
provided.
10. These comments are addressed in a separate letter, attached to this letter.
11. The treatment plant meets these buffer requirements. Although not indicated
on the plans, buffer areas around the proposed plant are adequate to meet
these requirements.
Susan A. Wilson

March 23, 2001
Page 2
If you have any questions, please do not hesitate to contact me.
``00111111/I1,,,i
its sio ':
_ a
20327
-13
1 • i +}mil:
Air
t t
,-,"}/1/11111to
RWB/rjm
cc: Jerry King, Tuckaseigee WASA
Sincerely,
MATTERN & CRAIG
"AT
Randy W. Beckner, P.E.
Principal

Sequence of Construction
Tuckaseigeee WASA
Cashiers WWTP
The new equipment was coordinated with existing equipment during design phase to
minimize issues during construction. The entire existing plant may remain operational,
without disconnecting equipment or relying on new equipment at intermediate steps.
Below is listed a possible sequence of construction. The contractor may perform the work
in a different manner or schedule, as he requires. The contractor is required to maintain
proper operation of the plant and meet all NPDES limits and during plant upgrade.
1. Install new treatment equipment:
a. package plant
b. clarifiers
c. filters
2. Construct new chlorine contact tank and post aeration chamber
3. Install blowers
4. Construct new control building including chlorine and sulfur dioxide equipment
5. Install new connecting lines (i.e., filter backwash, drain lines, etc.)
6. Connect new equipment from back of plant:
a. Post aearation
b. Chlorination/dechlorination
c. Filters
d. Clarifiers
e. New package plant
7. Fill equipment with effluent to test
8. Complete equipment startup
9. Drain effluent and fill one train with sewage
10. Ensure plant is meeting operational limits

Om
v)
o z-
o
Z
g
o
il
f-
14
K1
w J
i_ W
0 a
m
Y
0
CAL. BY nil (--
0
r'
U
W
0
cr
a.
0
CONTENTS
T.O.\I) 3`-1L43,50 -row 34110.Oo -,
%
34153.S6 — t 1
auv 342.53.(07
(._ (?:---.--..
312 1
�--- 31433:400
34z.'7, a-io' �!
FA kites
Mcdia
343o. CS'
Weer 34 3°1.M
v_ , 343'i, 50'
y
%N V 3'43Z:75' —/
3444.5 O
vatic 3L13ca.451
6'' Effiuc.y
31-253.1-1
Atrairion QaSI r1
3430, 3Z.- a ��ati wcid`
3430.63
3930.T7
p.m- - 1424.61
1342.0 , 0`7
/i342»'3
-r.o.w. 342.(,C0
s
'�— 3424,cp'
Cvvflfer.
T.o w :. 347-'1.o0
w,s; = 325?.00 5 _ 342-1,33,
s 1 " v-NCTRK werR
31-iZ.4 ,
oc, 1
4," 4To Ct ,l<
3�t1°1,c'
%zak AC .Itor,
041.444
Ck
3'-}27.00
To Past Act'artio,n
347.-'I.6%
C��or�r,� Cnn�C�cfi C1►w,1 4ceP
10d- 3423t 10
G�
/ t-WJO-1

To
InCt
`To cREEk
: 1
bigesA-er,
wAS
ttvo.‘ V"*.,IOrN
J
F ; l-4er iiack•5k
Atrokiorl
1
RAS
Sttov d Atf4 tor, i•1
G1�lo��na�or, /
Gti.ct,n.b e.,r
4
1 CI 4
Fi I-t--c.rs
tr
% r,
*wow SIN31NO3
m
PROJECT C-O4^‘e-' Ww7.\ 6.)c ?*y o r
V H Ae 1V0
C)
v
-v v
Il n
r m
1m LA'
aN vg
1-
0
O
K
cn
m p
LiZ
fy

PROJECT l-P S t I 71Z s
TYPE
CONTENTS en_ L" 2 , I t wits
Mattern&Craig
CONSULTING ENGINEERS. SURVEYORS
DATE 34 t / 0 / COMM NO / yS 7
PREL FINAL t - SHEET NO.
CAL. BY A-.D Y`'') CKD. BY
rulili- 11
Pry des C- k•l e-w-
A = 3 tt 3 i3 - 00 — 34--L L Lk •_ 19.0 ' -- 1.5-1C eiv cam. )2,.. 5'
Ski- le St A + ( ,
Witt_ L. 3v�
tN. tb zL2 -C4, Lv1st
L. D 'CI-LD04- 0i) = irL0'4-1C.4 v3')
1L. vz'
11 L.(ot
V n, fZ :rr d)tt.;s7irL,e/ - 2,937SLe-4
irr7
beA 11tr►G. 2.9.3)5 Coe g 7 sty,
i 0 0/ O rs o G 4/.e) h
7
Z. 5 /,L, %.• & per? 4',
von ovn 6 6 C., 1'4 (/ (o.
itL.`,.
ZZ 2d ,.,.11/4. /, 7- plc,
I FXHIRIT

PROJECT C,; S H-1 wits w 115-
TYPE
CONTENTS 0...t."2,ir1�•S
t' / Mattern& Craig
CONSULTING ENGINEERS• SURVEYORS
DATE 3/L/ /o! COMM NO 1 4,57
PREL. FINAL ' SHEET NO. IA,
CAL. BY r-p r-t CKD. BY
l L9 L7 v L-
tr L t.9 1-)
3 i a ftv
CA(7)
3 }C L . 5 =- 7 T.5 - 1.• .-p /b
rur rrl- I 1
FXHIRIT

PROJECT C P Sl,fi zs LAt wro
ZPPq
1978
Mattern& Craig
CONSULTING ENGINEERS* SURVEYORS
TYPE
CONTENTS
DATE 2/4i1u/ COMM NO /7
PREL. FINAL SHEET NO
CAL. BY f9b i/*/ CKD. BY
6 uA.v4-L g. tr
C.0, L Cc 0
o
/ 3? 10 PP-7
e),se-t �. 34,E ,
1.71144.0
)91= ,q7 ,J Soso/0
V .. I no ao c, C-v 41,
I r; ri roc tr- = Z I v,2.y
GLPt-F vit.. �--p.15;
t LiX L14 1 x � '-� "D im?
01;4'
Dt Vir�tz
.2:-
,- r l`1 1, g w d -S
wir72 = 33,7St
*7 2. Q to 3
L-012,-tbtwL, 347
QaI a 9/5itiF1'
IAL l% r/DAY
Lr4-1.-1 rZ/Dr?- /
7'- gig x LLt' x !!' b-
V = Z o zc ,r'r ,3
fl Tlo = 3D 0A- is ,
‘• 12- pi s
1L_ D Ca//,7/41,
310 ' //P /o
ol<
g.
3
EXHIBIT

PROJECT e_t,, 14 wLAJ 7 P
TYPE
CONTENTS
ZPel
sacE Mattern& Craig
CONSULTING ENGINEERS. SURVEYORS
DATE 3-7-0 / COMM NO
PREL FINAL SHEET NO L/
CAL. BY gort CKD. BY
CX 5 n w t► Y� �lZ-�a► r1 0 '.
Prz0P-i i ?id,
1 v I C c^ L. Z. Aire_ O cam- !mow 77441.1
gIs7-• C. L r- c ra.-
l L' l�-t ' A t K " GG- p,
C ? L (—Fr,
l-t/ m--i /Z = 3 3. 7. b 1
ZgL3 L.41ljr/v,0y
3 v a g- ✓14, 0- 4 Z `Y'd L ' 31Y 7 L,d-e, /7-4/t5,
7' -9 X LLI` x // ocevp Zazo /Gr3
I-U111I 1
EXHIBIT

PROJECT GA S H i+ 5 w L0 tP
Mattern &Craig
TYPE
CONTENTS
CONSUMING ENc1NEERS•SURVEYORS
DATE 3-7-of COMM NO
PREL. FINAL !/ SHEET NO L
CAL. BY At v i CKD. BY
0,741 11 i„ v f14;
7(0 . 3 ��C. n• L�
END 1 s 14.11
Zac,- 1 -) L ft(1 34 )
oL)
I`1 4+-L: P a• S 3 H
Li a-3>
% L o - C[9 , 2, `, , L if, 3 K, _ £ Go it, /6, LJ O ..1 )
�3co I,'/A
to, laL
Fri 7.`-tY
5`D o
J'/9' Y
3 o V �9- �r v y"t9cJ x 3 v : /S Uva C. tie,
o((p. s-v
iZSP'(am..e,re) ��-r- L� �.� ,1 / 3g/, aTJ
EXHIBIT

PROJECT
TYPE
CONTENTS
ZPPq
Mattern & Craig
CONSULTING ENGINEERS. SURVEYORS
DATF 3 - 7- v 1 COMM NO
PREL FINAL`' SHEET NO
CAL. BY 4011 CKD. BY
r 1 L- 1`e'TL $ L {> mil r e- 41 w
U, .s rr
14D. 1 /
6,2 ZS !J/ r-, to
z
) = I /, 1.0 r27-
37, - r-
L P4
73 -
L o A 4o 10,1 Ca. - ! 7 3 , j t• Pri 14, CoPv-1
GT'Z-
b
Co 9, y pv-i `, L P PI AV Co,
19, L
PI
Ft yr. Prc
EXHIBIT

. OF W A T9
Michael F. Easley
Governor
7' NCDENR William G. Ross, Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
Water Quality Section/ NPDES Unit
FAX: [phone]
3/22/01
FAX TO: Alan Morris
FAX NUMBER: 423/245-5932
Re.: Cashiers WWTP
FROM: Susan A. Wilson ift..11
PHONE: [phone], ext. 510
NO. OF PAGES INCLUDING THIS SHEET: 0 3
Alan,
Here's the fax of the staff report submitted by Bill Anderson (formerly of our Asheville Regional Office). I had
originally faxed this to Jim Jones of your office. Thanks for you help.
Susan

SOC PRIORITY PROJECT:No
To: Permits and Engineering Unit
Water Quality Section
Attention:Christie Jackson
AUTHORIZATION TO CONSTRUCT
063321ACF
REPORT AND RECOMMENDATIONS
Date May 3, 2000
COUNTY Jackson
PERMIT NUMBER NC0063321
PART I - GENERAL INFORMATION
1
MAY 1 0 2000
BE"IR - WATER QUALITY
PUNT SOURCE BRANCH
L
1. Facility Name and Current Address: TWASA Plant 3
Post Office Box 1051
Sylva, NC 28779
2. Changes since previous action on NPDES Permit: None
3. Compare Discharge Point(s) on plans with NPDES Permit application.
List of all discharge points:
IXXI No Change
I -I
Change New Latitude:
0 ,
Longitude:
o
PART II - EVALUATION AND RECOMMENDATIONS
If you have questions or want to discuss the plans, please let me know.
The following problems were noted (in no particular order):
1. The floor drains in the pump building are 3 feet lower than the water
level in the clarifier. Under certain (maybe all) conditions this will
allow three feet of sludge to gravity flow into the building.
2. The filters need the air scour connected.
3. Regulations require that the filter tank overflows be eliminated.
4. The effluent can gravity flow into the sampler. It would be better if
the sample line ran over the tank sidewall, or raise the sampler
mount.
1

5. Flow proportioned sampling should be provided.
6. There appears to be air diffusers in the chlorine contact tank but no
chlorine. Aerating this tank is probably no1a good idea. Aerating
downstream of SO2 contact would be a good idea.
7. The layout of the chlorine/SO2 contact tank should probably be
rethought.
8. The existing facility is woefully short on sludge storage/digester
space. We need to make sure at least 30 days storage is provided.
9. The A to C for the existing flow eqalization tank indicates that it is
25,000 gallons, an additional 25,000 of flow eq. will be required.
10.How the fans work and where they exhaust to should be clarified. If
the bathroom exhaust fan is running and no source of air is provided
for, and all these fans exhaust into the same pipe or space, chlorine
or SO2 could be sucked into the office side. The ventilation design
should consider that these gasses are heavier than air and are very
corrosive.
11.The SCBA should be outside.
12.The gas detector should be at floor level.
13.The building should have a window (escape hatch) on the side opposite
the door.
14.The previous plans for this expansion had some elevation anomalies.
Flow elevation contours should be provided.
15.Truck access to the filters is needed.
repare By/Date
W.E. Anderson.
May 3, 2000
Water quality Regional Supervisor
2

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T Stevens, Director
March 6, 2001
Mr. Randy Beckner. P.E.
Mattern & Craig, Inc.
12 Broad Street
Asheville, NC 28801
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Authorization to Construct Permit
Tuckaseigee WASA
Cashiers WWTP
ATC Permit No. 063321ACF
Permit No. NC0063321
Jackson County
Dear Mr. Beckner:
This letter is offered in follow-up to the facsimile transmission sent to you December 12,
2000. The following concerns were noted and must be addressed/resolved prior to issuance of the
Authorization to Construct permit.
1. Please provide the construction sequence for the expansion. All existing limits must be met
during the construction phase. Also, please provide a hydraulic profile of the plant.
2. Please provide documentation that the existing headworks can accommodate the increased
average daily flow (ADD) of 0.2 MGD (and peak flows).
3. Provide documentation of the existing equalization capacity. At lease 25% of ADD must be
provided at the plant [ref. 15A NCAC 2H .0219(j)(6)].
4. The capability of the existing package plant to comply with the more stringent limits must be
documented and calculations supplied (or combined for the expanded plant). [This should
include the detention time of the existing basin and if the existing clarifier and digester will be
used].
5. Blower sizes, number, and the CFM -must be supplied. Also, the NPDES permit for Cashiers
WWTP requires noise reduction on all blowers - this should be documented in the plans and
specifications.
6. Total digester capacity must be provided, along with calculations to ensure that the provided
capacity can conform to the required 30 day holding time. [ref. 15A NCAC 2H .0219(j)(9)1.
7. Provide calculations regarding the detention time, surface loading, and overflow rate of the
clarifiers.
8. Please provide the loading rate for the filters. There appears to be a bypass around the filters
[bypasses of treatment units are not allowed].
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083. extension 510 (fax) 919 733.0719
An Equal opportunity Affirmative Action Employer [e-mail]

Mr. Randy Beckner
Page 2
9. With regard to the chlorine contact basin. please explain why diffusers have been added to the
chlorine contact basin - this is not recommended practice. It appears that chlorine is being
added to the manhole prior to the basin - is this the primary place of chlorine addition to
provide disinfection. Calculations regarding total detention time should be provided.
10. Comments provided by William Anderson, formerly of DWQs Asheville Regional Office. were
faxed to Jim Jones, P.E. July 17, 2000. These comments should also be addressed.
11. Although not addressed within the fax submitted in December, please provide documentation
that the treatment plant expansion will comply with the buffer requirements specified in 15A
NCAC 2H .0219(j)(5). As specified in the rules regarding minimum design requirements. the
facility should be 100 ft. or more from a residence, 100 ft. from a water supply well, 50 ft. or
more from a stream, 50 ft. from an adjacent property line.
12. Provide equivalent volumes of treatment units at ADD flows.
Please submit the above information within 30 days of receipt of this letter or the project
may be returned as incomplete. You may contact me at (919) 733 - 5083, extension 510. should
you have further questions.
Sincerely,
/5usan A. Wilson, P.E.
NPDES Unit
cc: Asheville Regional Office/Water Quality Section/ Kevin Barnett
NPDES Unit
Mr. Jerry King Tuckaseigee WASA
P.O. Box 1051
Sylva. NC 28779

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
QA
DENR
Division of Water Quality
NPDES Unit
FAX: [phone] /
I 1
FAX TO: Randy Beckner, P.E.
FAX NUMBER: 828/ 254-4562
Re.: Cashiers WWTP Expansion
FROM: Susan A. Wilson, P.E.
PHONE: [phone], ext. 510
NO. OF PAGES INCLUDING THIS SHEET: 2
Randy,
Finally got around to reviewing the Cashiers ATC. Please take a look at my comments (just did
these informally to speed things up) and point me in the right direction or provide info. as
necessary. Give me a call and we can discuss after you've looked at the comments. I need
you to run me through the plans so I am sure I know what's being done and the sequence of
treatment. I faxed some comments Bill Anderson (ARO) had provided me in May, so you may
want to look at those as well. Thanks.
Susan

Cashiers WWTP NC0063321 ATC 06332 1ACF
12/12/00
Information still needed:
P1'ease provide the construction sequence.
)Ieadworks:
Can existing headworks accommodate increased flow of 0.2 MGD?
ualization:
at is the existing equalization capacity? At least 25% of ADD of EQ must be
provided.
Aeration Basin:
Provide CFM of air supplied.
,Blower sizes?
V Can existing package plant comply with more stringent limits (What is detention time in
existing basin? Will existing clarifier/digester be used?)
There is no statement/information in the specs. relating the ADD flow and limits that
must be met.
.Digesters:
What is total digester capacity? Please provide calculations to ensure that provided
capacity can conform with 30 day holding time.
Clarifiers:
Provide calculations regarding detention time, surface loading, and overflow rate.
Filters:
Provide calculations for loading rate (gpm/ft2).
There appears to be a bypass around the filters. Bypasses are not allowed.
Blowers:
Provide CFM supplied and that required with additional equipment.
Also, the NPDES permit required noise reduction on all blowers - this will also be
required with any additional blowers.
Standby power:
Provide information re. standby power currently supplied and currently required for the
additional treatment units.
!,"iease provide a hydraulic profile for the plant.
Flow proportional sampling is required with the expansion of the plant to 0.2 MGD.
Chlorine Contact basin:
Please explain why diffusers have been added to the chlorine contact basin - this is not
recommended practice. It appears that chlorine is being added to the manhole prior to
the basin - is this the primary place of chlorine addition to provide disinfection?

State of North Carolina
and Natural Resources
Department of Environment
Division of Water Quality A7IPTA
iv,
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
DENR
Division of Water Quality
NPDES Unit
FAX: [phone]
7/17/00
FAX TO: Jim Jones
FAX NUMBER: 828/254-4562
Re.: Cashier, ARO comments
FROM: Susan A. Wilson
PHONE: [phone], ext. 5 0
NO. OF PAGES INCLUDING THIS SHEET: 3
Jim,
Per our conversation, here is a copy of the staff report from Bill Anderson of the
Asheville Regional Office. Please review his comments. I have not yet reviewed the
project but wanted to give you a 'heads -up' on his comments. Likely, I'II have some
similar comments (some comments are corrections that need to be made - likely my
comments would just pertain to the treatment system). Specifically, comment nos. 2,
5, 6, 8, and 14 must be addressed prior to receipt of approval from DWQ. Affer I
review, I'll give you a ring so we may discuss. Thanks.
Susan A. Wilson, P.E.
** If you have received this fax by mistake call: [phone], ext. 510 or ext. 511.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holmann. Secretary
Kerr T. Stevens, Director
April 27, 2000
Mr. Jerry King
Tuckaseigec W & SA
P.O. Box 1051
Sylva, North Carolina 28779
AlrYlr.4417A
NCDENR
Subject: ATC Request Acknowledgment
NPDES Permit NC0063321
ATC Number 063321ACF
Cashiers WWTP
Jackson County
Dear Mr. King:
The Division of Water Quality's NPDES Unit hereby acknowledges receipt of your request for
Authorization to Construct (ATC) in accordance with NPDES Permit Number NC0063321 on
March 14, 2000. This application has been assigned the number highlighted above.
Please be aware that the Division's regional office, copied below, must provide recommendations
from the Regional Supervisor prior to final action by the Division.
The ATC review process generally takes 90 days from the date your complete submittal is received,
however, due to current staff shortages that review period may take longer. Should any additional
information be required, the review engineer will contact you. If you have any questions, please
contact Ms. Christie Jackson [phone], extension 538.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING ANY
INQUIRIES ABOUT THIS APPLICATION.
cc: Asheville Regional Office
NPDES Unit Permit File
Mr. Wm. James Jones, 1'.1:.
Sincerely,
David A. Goodrich
Supervisor, NPDES Unit
Mattern & Craig
12 Broad Street
Asheville, NC 28801
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

ATC PROCESSING Facility: jq2T/1 (ain (1as/iIe/' I v 1117P
PROCESSING ASSISTANT NPDES No.: ���� /
"
p.
CHECK LIST ATC No.: .22/ C
SCOPE of Project: gX.PaitiCiOri o F.zu l/
Pull existing permit, (is this action allowed?): S
• Will this activity require a change notice to compliance?
, Point Assignment: OW
SUBMITTAL:
Letter of Request from the Permittee
(3) Plans, Specifications and Design Calculations
* signed & sealed by NC PE ?
* three sets of each?
ACTION:
rejection reason):
✓ hold for : </ i fie_( i/WL'
00
V accept (date): Li/
•-, '
NO
LOG IN & DISPERSAL (Once package is complete):
Log on the Units' ATC data base
►/Log on NVCC / determine the ATC number/ create and print out tracking slip
Create and send acknowledge letter (date senIt):
to permittee 4/ Z'i ( C7
* to consultant 'Zr,T UD
* to NPDES file Y 2-7(�o
L� Request Staff Report from Regional Office sent on:
Lf /L7l (l)
(assemble the following and mail by courier to the appropriate RO):
* copy of the acknowledgment letter (highlight RO),
* copy of the request letter,
copy of submittal package (plans, specs and calculations),
ASSIGNED:
l,reviewer: /V/ 1&00 date: Lf /a27/0O
update tracking:
ATC process 8/27/98

F 7 I
My
Ler-i rozy: ineLT
hic (e-lb- di nor'- ic
Atil--ed Jinn 7ici tn,L
wha_l11 inarea‘ce: wazdd
c.6 z thecic t&
receive_ am(/' tekalcalif___flyzn______en
- actid Makt p7,6
6
ll 01.02 so avid ws- i41-777;ned 51/1a/
1 ir
.Thekt, e ha_ve, 4-hi cuqd
acfroAilectgeA
than&
Chi-g-k)

1 Mattern & Craig
S
1978
CONSULTING ENGINEERS•SURVEYORS
J. Wayne Craig
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm. James Jones
Randy W. Beckner
Mr. Mark McIntire
NPDES Unit
North Carolina Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
Dear Mark:
March 6, 2000
Q Er
DENR - WATER QUALITY
POINT SOURCE BRANCH
Wm. Thomas Austin
Bradley C. Craig
David P. Wilson
Jr. (1949-1982)
ee. III (Retired)
Re: Cashiers WWTP Upgrade, Jackson County
Permit # AC0063321
Comm # 1457H
As discussed in our telephone conversation of February 29, 2000, we would like to provide
additional information concerning the above -referenced project. This project includes expanding
the existing treatment facility. To date, no construction has taken place. Overall, the project consists
of constructing the following items:
• a new aeration basin
• a new office building
• a new RAS/WAS pumping station
• two secondary clarifiers
• a tertiary filter unit
• a chlorination/dechlorination chamber
• associated piping, appurtenances, and flow control structures
The project was originally planned to be constructed in two phases. An Authorization to
Construct was previously issued for Phase I of this project. The project is now planned to be
constructed in a single phase. The items included in the Authorization to Construct were for Phase
I were:
• the eastern secondary clarifier
• the RAS/WAS pumping station
• the splitter box
• the junction box
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]

Mark McIntire
March 01, 2000
Page 2
On February 21, 2000 an amendment to the Authorization to Construct was requested. The
purpose of this amendment is to combine both Phase I and Phase II into a single Authorization to
Construct. The items included in the amendment are:
• the new aeration basin
• the new office building
• the western secondary clarifier
• the tertiary filter unit
• the chlorination/dechlorination chamber
Thank you for your assistance in this matter. Please feel free to call with any questions.
Very Truly Yours,
MATTERN & CRAIG, INC.
Wm. es Jone , P.E
Prin pal
cc: Jerry King
C:IPR0IECTSU457n1LE RSIMCErrnRE 03-06-OO.wpD

s•
f.
I. PLANT DESIGN REQUIREMENTS
Plant shall be designed to treat municipal waster water to the levels indicated below. Provide
complete design notes showing design with in North Carolina guidelines.
Design Parameters (Monthly Average)
Influent
BOD 200 mg/1
TSS 200 mg/1
Effluent
BOD 15 mg/1
TSS 30 mg/1
NH3 as N 4.8 mg/1 (Nov — March)
2.2 mg/1 (April — Oct)
Design Parameters (Weekly Average)
BOD 22.5 mg/1
TSS 45 mg/1
Average Daily Design Flows
0.2 MGD total, or 0.1 MGD per train
0.4 MGD Peak flow, with equalization basin
0.5 MGD Peak Flow to equalization basin
2.02 SECONDARY BRIDGE SUPPORTED FIELD ERECTED STEEL CLARIFIER
A. SHOP DRAWINGS
1. Each set of shop drawings shall include but not necessarily be limited to:
a) Drawings showing dimensions of all major components and minimum required
spacings.
b) Complete installation instructions including anchor bolt layout, piping details and
mechanical connections.
c) Electrical control data covering the following details:
1) Approximate enclosure dimensions including height, width, and depth.
2) Maximum wire size (main terminal block or disconnect device.)
3) Air circuit breaker data including: function, reference designator, frame
size, poles, rated current, and estimated load.
4) Motor starter data including: function, reference designator, NEMA size,
service voltage, phase, number of overload heaters, and coil voltage.
5) Motor data including: function, horsepower, phase, frequency, voltage,
approximate full load current, service factor, nominal RPM, frame size,
NEMA speed torque design, and insulation class.
6) A control schematic diagram shall be provided that shows power and control
11251 -9

b. The motor shall be sized for appropriate horsepower, RPM and
other appropriate electrical characteristics as determined for the
application, but shall be 20 horsepower as a minimum.
10. The blowers shall be Model 4A Universal RAI frame size 56 as manufactured by
Roots Division of Dresser Industries, Inc. Each blower shall be capable of
producing 455 SCFM @ 5 PSI at sea level, 70° F. Project site elevation is 3440
feet. blowers shall deliver required volume at 3440 feet at 90° F. Motor shall be
20HP, 240 VAC, 3 phase.
11. Non -corrosive autotrol flexcap coarse bubble air diffusers shall be spaced
approximately forty eight (48) inches apart and located along one wall of the
process tanks. The diffuser drop pipes shall be galvanized steel sch. 40 one inch
minimum inside diameter and each assembly shall be designed and installed so
as to be removable for cleaning without disturbing the operation of the plant.
Each drop pipe shall be equipped with an air control valve and union for quick
disassembly.
12. All valves shall be bronze/brass body full port 1/4 turn ball valves.
13. Blowers shall be enclosed in an insulated, fiberglass enclosure with positive
ventilation to operate one blower at full design without overheating. Enclosure
shall be manufacturers standard colors, to be selected by engineer. Enclosure
shall be designed for outdoor use, and shall include UV inhibitors.
F. SURFACE PREPARATION AND CORROSION PROTECTION
1. All steel surfaces shall receive a near white blast to remove rust, mill scale and
weld slag. Blasting shall be accomplished indoors using steel shot to produce a
mil profile for optimum adhesion of the paint. Sand blasting shall not be
accepted.
2. All prepared surfaces shall be t tnroughly dry and free from preparation dust and
foreign matter prior to the application of any coating,. Craftsmen applying
protective coatings shall be thoroughly familiar with the application guidelines
and preparation requirements of the product to be applied. All materials shall be
evenly applied and shall be free from obvious defects.
11251-6

PROJECT C
4,1011
e Mattern & Craig
CONSULTING ENGINEERS•SURVEYORS
TYPE
CONTENTS Fi,•_..cO r IJC,I.(L$
DATE COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD.BY
M 0aJ
car :SC_tcc.4, Iv} P-e.c...4 6.
PP 1.9 , L. 1•4 L.
di
i • L. .C..
L
V L le- 2 . e. +�-< <.l
4- z> t /� /,�
v t. p
/
��SL* tL 1 d C'+�jC+/� lKyj / /�f .: sr.) 1L U X i. ` (fir, ) Fr i-
/`{l_LD_,L
v
rurnr I
OMNI
1.0
1. 1 LS Fr
1`41-to ri,,.4 L! Kg• et
,) b Y
(� ...Q,frr �,✓
,lLS'f=-'r9
C. != :,
N't 3'� a) 1 3 v x
rHH
O, gz- n, L5Z
Z• 3L.L
O. L 5 Fr/s
G .` . 1- L 0 LJi.J o 14
EXHIBIT

PROJECT C-A 5 14-i s w v--p-
a.41/Mattern & Craig
CONSULTING ENGINEERPSUIWEYORS
TYPE
CONTENTS t. .
DATE COMM NO.
PREL. FINAL , SHEET NO.
CAL. BY , -., CKD.BY
)BLS T1 ..J4 B4yipi
PpL ✓4o'1
re 71%
L
5-v
2 SS Cv I 0 to
EXHIBIT

PROJECT ._ AS tc.ey
4J
Mattern & Craig
CONSULTING ENG N s•sURVEYORs
TYPE
CONTENTS r4v,-r-t o w (3, ,,..,
DATE I I • , — o ! COMM NO.
PREL. FINAL SHEET NO.
CAL. BY Anr-1 CKD.BY
XISnNL LSINSrw,-,
1 r9 01 a s n !�-.�C!••- S
l> r (Dv c9 Suv-10 � 5I
��{-ti•�. 3'4/ — 34Ly'.17
1 5'5 '- to " j ( 4 3 ' - �a L -/ e9. 613' = ! i 2. L S ,ci- 3
lA- v a..e C4_ 5 C A (-4- .4-1 o-va t-1 r-tG.
4 l0CP, 41 u&S
Zou, eft.w U�-rOK"
C «c4,
/I 5, j u r-t r P. /" z, o
Z.c
radii-1 1
oZs-45
-
i u sod Gomel Lam,
0/4-111
77(Jk /o-S
EXHIBIT

Mattern & Craig
1978
PROJECT �'_yt, �, /-p
TYPE
CONTENTS
CONSULTING ENGINEER.S•SURVEYORS
DATE 10- 3 .- a/ COMM NO.
PREL. FINAL - SHEET NO.
CAL. BY ,Qa CKD.BY
o o G.
L M to o e 2 S`a r / i:'tp�c'c 44
A All
Z J zs1, .^.,DES Y,3 ys \ 4/, 7 ibs/ox
olzr-tC,L LOAD a<- , 3_33 1.Ls/i q
lr(iST. P
cm- o e 13`I /LslGitr
Prt.,-po S cnn> b 'c..✓c7-13 1-, IJs /b✓oY
/-�E7z, 7-7 b9st� dre
C. i4cG_lk r/�-���
Z' 3" I�> c'L / 1b on
(z•5) 333 16, i — S3z.r 76s Z-/z
-
o. oiSZ �b 1 v•L3L)(U c7�}/!1✓c
Fr
l� x 1.1 r, ! ! = 2.- 3 4- 3 .So .5- 5c. r-I
S4t5o..a fLuAJ it i •G TiM —, t?d,Ji- AL t�E.C' JAT6•
rurn1- 1 /
/%1
f EXHIBIT

PROJECT W-tc 5
ww�
SINCE,Z17(1Mattern & Craig
CONSULTING ENGINEERS•SURVEYOfS
TYPE
CONTENTS 13 crie.
DATE COMM NO.
PREL. FINAL SHEET NO.
CAL. BY CKD.BY
4 LX12 ,t. Tz
bto rant.
g; 1i _ 1.vF-r-
0Sr i3 1 lZ
EXHIBIT

SINCE
Mattern & Crai
�Y
1978 y
CONSULTING ENGINEERS • SURVEYORS
J. Wayne Crag
Stewart W. Hubbell
Gene R. Cress
Michael S. Agee
Steven A. Campbell
Wm. James Jones
Randy W. Beckner
Ms. Christie Jackson
NPDES Unit
North Carolina Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626
Dear Ms. Jackson:
Wm. Thomas Austin
Bradley C. Craig
David P. Wilson
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, Ili (Retired)
February 21, 2000
Re: Cashiers WWTP Upgrade, Jackson County
Permit # AC0063321
Comm # 1457H 3°
On behalf of our client, the Tuckaseigee Water and Sewer Authority, we hereby request an
amendment to the above -referenced Authorization to Construct. The enclosed project incorporates
both the construction items included in the above -referenced Authorization to Construct, plus a
second phase of construction. To date, none of the proposed improvements have been constructed.
The following items were included in the above -referenced Authorization to Construct: the eastern
secondary clarifier, the ras/was pumping station, the splitter box, and the junction box.
Thank you for your assistance in this matter. Please feel free to call with any questions.
Very Truly Yours,
MATTERN & CRAIG, INC.
cc: Jerry King
C:1PROJEcTs11457H\L,ETTERS102-21.00 JACKSON.wPD
Wm. James Jones, P.E
Principal
FEB 2 4 2000
DENR - WATER QUALITY
POINT SOURCE BRANCH
12 Broad Street, Asheville, North Carolina 28801
[phone] Fax [phone]
c1 Ire s Jotie9