WQ0028693_Application_20050622

RESPONSE TO DWQ LETTER DATED May 24, 2005
Mountaintop Golf & Lake Club
General Comments:
1. Enclosed please find the Reuse Application Form RWIS O4-03, as requested.
2. The application has been signed by Mr. Steve Leighton, V.P. of Development.
3. The project name is Mountaintop Golf & Lake Club
4. The applicant understands that a total of 800 bedrooms is allocated for this
development. We expect that when this limit is approached in approximately 8
years there will be substantial water use data to show that additional bedrooms
can be added without exceeding the 120,000 gpd permit. Please advise if this
approach is unacceptable.
5. A new Watershed Classification Attachment is enclosed as requested.
6. A new Developers Operation Agreement is enclosed as requested.
7. The project land area of 700 acres was purchased in two (2) phases. The first
phase was purchased in 2003 (previously submitted deed @ 495 acres). The
second phase has been under a contract to purchase. This tract ( 204 acres) was
transferred on June 30,2005. (copy of deed (Exhibit "A") enclosed).
8. Enclosed please find a map showing the entire site including all parameters with
500 feet as required under Application Instruction "N". (Exhibit `B")
9. All reference to irrigation ponds have been removed from the revised design
criteria document.
10. The sewer collection line entering the WWTP site has been deleted as requested.
11. Sheet 19 thru 29 have been revised as requested.
12. Sheet #30 has been included in the updated set of drawings as requested.
13. The specifications have been updated as requested.
14. A ground water monitoring plan has been included in the soil scientist report as
requested.

Wastewater Treatment Plant Design
1. An analysis of the standard domestic type wastewater for this type of
development is included in the attached revised design criteria document as
requested.
2. Buoyancy calculations for all tankage and pump stations are not necessary for this
site. There is no groundwater within 30 feet of the bottom of any tankage. The
site is on the side of a mountain with no flooding possible.
3. Blower sizing calculations for all treatment units are included in the attached
revised design criteria document as requested.
4. Hydraulic sizing calculations for all treatment units are included in the attached
revised design criteria document as requested.
5. The weir overflow rate and clarifier surface loading rate calculations are included
in the attached revised design criteria document as requested.
6. The pump curve and product information included in the attached revised design
criteria document as requested.
7. The sludge generation calculations are included in the attached revised design
criteria document as requested.
The chlorine disinfection will be done by tablet feeder. The product information
is enclosed as requested.
9. A residual management plan is included in the attached revised design criteria
document as requested.
10. The updated soil scientist report indicates that 31 days of storage is required. The
project drawings have been revised accordingly.
11. The storage tank volumes have been revised to match the requirements of the soil
scientist report.
12. The manufacturer's information for the proposed blowers and diffuser system is
enclosed as requested.

Reclaimed Irrigation Soils
1. An updated soil scientist report, agronomist report and hydrogeological report have
been submitted under separate cover by Edwin Andrews & Associates, PC.
2. A detail of the typical underdrain system is shown on the attached reduced scale plans.
Exposed bedrock area have been noted on the plans and the irrigation zones adjusted
accordingly.
3. It is estimated that 18 -20% of the entire spray irrigation area has the underdrain
system as described above. This is primarily inside the fairway areas only. The `roughs"
have no underdrain system. A detail of the fairway underdrain system and the fairway
area (highlighted) is shown on each of the spray irrigation sheets (14 —29).
4. A detail of the proposed moisture/rain sensor is attached as requested.
5. The soil map of the irrigation area is included in the updated soil scientist report. Also
included in the report are the soil borings, aquifer tests and Ksat tests.
6. The wetted area for Fairway 10 is noted to be greater than 100 feet from the water
supply well. It is noted on the plan.
7. Profile sheets for the soil borings are included in the updated soil scientist report.
8. The depth to the seasonal high water table is included in the updated soil scientist
report.
9. The revised acquifer/slug test data is included in the updated soil scientist report.
10. The calculations for spray irrigation in each zone are included in the revised design
criteria document and shown on the drawings.
11. The estimated slope of each golf hole after it is grade is shown on the spray irrigation
sheets (14 —29).
12. The updated soil scientist report addresses the issues of irrigation on steep slope
areas. There are approximately 30 acres of spray irrigation area above that needed
for this project. It is expected that the operator will delete sprinkler heads from
operation (by computer programming) in those areas restricted from effluent
discharge (i.e. well sites, exposed rock, wet areas,etc.).

PJ
OF WATFq State of North Carolina
�11 QG Department of Environment and Natural Resources
cl) r Division of Water Quality
-1
O < RECLAIMED WASTEWATER IRRIGATION SYSTEMS APPLICATION
FORM RWIS O4-03
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's Name (Owner of the facility, See Instruction A.): Cashiers Resort Communities, LLC
2. Complete mailing address of applicant: 572 NC Hi 1g lway 107 South
City: Cashiers State:North Carolina Zip: 28717
Telephone number: ( 828 ) 743-7005 Facsimile number: ( 828 ) 743-7008
Email Address: slei hg [e-mail]
3. Name and affiliation of contact person who can answer questions about project: William G. Lapsley,PE
Title:Project Engineer Phone: [phone] Email Address: wlapslgygwgla.com
4. Facility name (name of the subdivision, shopping center, etc.): MountainTop Golf & Lake Club WWTP
5. Complete address of the physical location of the facility if different from mailing address of applicant: Laurel Knob Road
City: Cashiers State: North Carolina Zip: 28717
6. County where project is located: Jackson County
7. Name and complete address of engineering or consulting firm (if applicable): William G. Lesley& Associates, PA
Post Office Box 546
City: Hendersonville State: North Carolina Zip: 28793
Telephone number: ( 828 ) 697-7334 Facsimile number: ( 828 ) 697-7333
Email Address: wlgpslg@—wgla.co
H. PERMIT INFORMATION:
1. Project is: ® New; ❑ Modification; ❑ Renewal without modification
Note: Renewals without modifications should fill out sections I & II only, and sign the applicant's signature on the last page of this form.
2. Fee submitted: $ 1,090.00 (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number and the issuance date
4. Is the wastewater treatment facility ❑ Existing or ® Proposed?
5. If the wastewater treatment facility is existing, has it previously been approved for reclaimed wastewater distribution?
❑ Yes; ❑ No.
6. System is designed for: ® reclaimed wastewater irrigation as the only managed wastewater disposal option; or
❑ reclaimed wastewater irrigation in conjunction with other managed wastewater disposal options.
7. Financial resources for this project include: ❑ public funds, ® private funds
FORM: RWIS O4-03
Page 4

8. Project disturbs more than one acre?: ® Yes; ❑ No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land Resources or local
delegated program for approval: Jackson Countpproval on March 12, 2004
9. Project includes any stream or wetland impacts?: ® Yes; ❑ No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved or submitted for
approval: Submitted: July 30,2003 Approved: July 16, 2004
10. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 213 .0200 (e.g., Neuse River
basin buffer rules, etc.): N/A
11. If project is .in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to ensure
compliance with this rule: N/A
III. INFORMATION ON WASTEWATER GENERATION:
1. If Existing was checked in Section II.4, please specify current permit number:
and skip to Section IV.
2. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital, municipality,
shopping center, industry, apartments, condominiums, etc.): Residential Subdivision and Golf Course Community
3. Volume of wastewater flow for this project: 120,000 gallons per day
FORM: RWIS O4-03 Page 5

4. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): Single Family Homes (2.5 bedrooms) 320
@300 GPD = 96,000 GPD Golf Clubhouse 320 resident members @ 60 GPD=19 200 GPD, non-resident members 80 @20
GPD = 1,600 GPD Golf Maintenance 50 gmployeesna 2�d Reserve Cqpact 1,950 GPD Total of 120,000 GPD
5. Nature of wastewater: ® 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial;
❑ Combination of Industrial and Domestic Waste
Please indicate approximate percentage of each
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description: The construction of a complete wastewater treatment system with effluent disposal by spray
irrigation on a privately owned golf course.
2. Does the project conform to all setbacks as required in 15A NCAC 2H .0219(k)? ® Yes; ❑ No.
If No, please explain how the proposed setbacks will provide equal or better protection of the Waters of the State with no
increased potential for health concerns or nuisance conditions::
3. The treatment facilities must be secured to prevent unauthorized entry. Details or notations of restricted access measures
should be shown on submitted plans. Briefly describe the measures being taken (15A NCAC 2H .0219(k)(1)(A)(vi)): The
treatment facility will be completely fenced and the community will have its own private security staff monitoring activity at
the WWTP 24n.
4. a. 100-year flood elevation: N/A feet mean sea level. Source: No streams near the WWTP site
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ® No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
5. Method to provide system reliability (see instruction P): Standby Power (diesel) system to be famished for all equipment at
this facility.
6. a. Type of disinfection: Chlorination
b. If chlorine, specify detention time provided: 40 minutes (30 minutes minimum required). Please indicate in what part of
the wastewater system chlorine contact time occurs (i.e. chlorine contact chamber): Post tertiar filter
c. If UV, provide manufacturer's details within application package and specify the number of lamps:
FORM: RWIS O4-03 Page 6

7. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): Sludge holding tanks to be
provided with each phase of the WWTP to sustain 1.8 CF per 100 gpd of treatment capacity.
V. DESIGN INFORMATION FOR PROPOSED WASTEWATER TREATMENT FACILITY (Complete only if Proposed
was checked in Section II. 4)
1. Type of treatment system (activated sludge, fixed film, suspended growth, etc): Activated Sludge (Extended Aeration)
2. How is dual path for all essential treatment units (15A NCAC 2H .0219(k)(1)(A)(ii) or 15A NCAC 2H.0219(k)(1)(B)(ii)
provided for? Three (3) plants are to be provided to allow for dual path operation.
3. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
list each separately)
How Many
Provided
Dimensions
L x W x H (ft)
Volume
(Gallons)
Page Number in the Plans &
Specifications
Plans Secs
Flow Equalization Basins
(15A NCAC 2H
.0219(k)(1)(A)(i) or
.0219(k)(1)(B)(i)
Pumps
Aerators / Blowers
One (1)
18 x 24 x 10
8,000
7
Plans Only
Two (2)
Capacity (GPM): 28 GPM @ 13 feet
One (1)
Type: Centifugal Capacity (HP or CFM) each: 75 CFM/ 3 HP
Grit Removal Chamber
None
Bar Screens
Spacing
® Manually cleaned ❑Mechanically cleaned
7
Sec. 06230
1 inch diagonal and inclined
Flow Splitter Boxes
One (1)
3x2x1.5
NIA
9
Sec. 06230
Overflows to equalization basin provided? ® Yes ❑ No
Influent Flow Measuring
Device
Location:None
Type:
Aeration Basins
Pumps
Aerators / Blowers
One (1)
48x24x10
40,110
7 & 8
Sec. 06230
Detention Time at design flow (hrs): 24 Hours
Sludge Retention Time (days): 7 days
None
Capacity (GPM):
Two (2)
Type: Centrifugal Capacity (HP or CFM)each:250 CFM/10 HP
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
Two (2)
8,333
7 & 8
Sec. 06230
None
Capacity (GPM):
Two (2)
Capacity (GPM): 3 inch air lift
Surface Loading Rate (GPD/ft): 167 GPD/SgFt
Weir Length (ft):12 feet
Weir Loading Rate (GPD/ft): 3,333 GPD per LF
Sludge Holding
Basins/Thickening
Pumps
Aerators / Blowers
One (1)
11x24x10
3,000
7
Plans Only
Holding Time (days): 30 days
3 % solids of Final Sludge
None
Capacity (GPM):
One (1)
1 Type: Centrifugal Capacity (HP or CFM)each:75 CFM / 3 HP
FORM: RWIS O4-03 Page 7

Table continued on the next page
FORM: RWIS O4-03 Page 8

Table continued from the previous page
Tertiary Filters
Media Specifications
Two (2)
28 Sq Ft
8
Sec. 06235
Loading Rate (GPM/ftZ): 1 GPM per Sq Ft
8
Sec. 06235
Clearwell
Pumps
One (1)
2,100
8
Sec. 06235
One (1)
Capacity (GPM): 210 GPM / 5 HP
Mudwell
Pumps
One (1)
1 2,200
8
Sec. 06235
One (1)
Capacity (GPM):60 GPM / 0.5 HP
Chlorine Contact Basin
Pumps
One (1)
1,150
8
Plans Only
None
Capacity (GPM):
Effluent Flow Measuring
Device
Location: After Tertiary Filter 9
Sec. 06231
Type: Open Channel Flume with Bubbler gage and recorder
Effluent Monitoring Device
Continuous Effluent
Turbidity Monitoring and
Recording
Location: After Tertiary Filter
2 & 9
Sec 06231
T e:Refrigerated sampler & vaccum pump
Location: After Tertiary Filter
2 & 9
Sec 06231
PipingNalves to direct
effluent to irrigation
system/storage or alternate
if turbidity>10 NTU
® Automatic ❑ Manual (if manual describe -
in narrative measures taken to ensure wastewater
flows to upset pond under proper conditions.
2 & 9
Plans Only .
Auxiliary Power Source
® Permanent ❑ Portable
2 & 9
Sec 09800
Capable of powering all essential units? ❑ Yes ❑
No
VI. DESIGN INFORMATION FOR EXISTING WASTEWATER TREATMENT FACILITY (Complete only if Existing was
checked in Section U. 4 and No was checked in Section H. 5)
1. Type of treatment system (activated sludge, fixed film, suspended growth, etc):
2. How is dual path for all essential treatment units (15A NCAC 2H .0219(k)(1)(A)(ii) or 15A NCAC 211.0219(k)(1)(13)(ii)
provided for?
3. Is flow equalization basin aerated with a capacity based upon either a representative diurnal hydrograph or at least 25% of
daily flow (15A NCAC 2H .0219(k)(1)(A)(i) or .0219(k)(1)(B)(i)? ❑ Yes; ❑ No.
FORM: RWIS O4-03 Page 9

4_ If applicable nrovide the location of each designelement in the s ecifications and/or engineeringplans:
Page Number in the Plans &
Treatment Units
How Many
Dimensions
Volume
Specifications
(list each separately)
Provided
L x W x H (ft)
(Gallons)
Plans I Secs
Influent Flow Measuring
Location:
Device
Type:
Effluent Flow Measuring
Location:
Type:
Device
Effluent Monitoring Device
Location:
Type:
Location:
Continuous Effluent
Turbidity Monitoring and
Recording
PipingNalves to direct
effluent to irrigation
system/storage or
❑ Automatic ❑ Manual (if manual, describe
in narrative measures taken to ensure wastewater
flows to upset pond under proper conditions.
alternate if turbidity> 10
NTU
Auxiliary Power Source
❑ Permanent ❑ Portable
Capable of powering all essential units? ❑ Yes ❑ No
VII. DESIGN INFORMATION (For Earthen Impoundments) (skip this question if no upset pond or storage pond is proposed because
this system is designed in conjunction with other wastewater disposal options)
1. Provide the number of earthen impoundments in the system: N/A There will be structural steel tanks installed for storage
capacity at this facility
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ® No
If Yes, please specify which impoundment: and the drainage area: ft
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ® No
4. Provide the design measures proposed for impoundment liner protection from wind driven wave action: N/A
5. Provide date when notification of intent to construct a dam was submitted to the Division of Land Resources (15A NCAC 2K .0200):
Notification Submitted on: N/A
❑ Permit Issued on: ❑ Permit Unnecessary per the Division of Land Resources
FORM: RWIS O4-03 Page 10

6. Provide the location of each design element in the specifications and/or engineering plans: (skip this question if no upset pond
is proposed because this system is designed in conjunction with other wastewater disposal options)
5-day upset Impoundment
Page Number in the Plans &
Specifications
Plans Specs
Liner ❑Synthetic ❑Clay (15A NCAC 2H .0219(k)(1)(A)(vi)
2
Proper installation and testing of liner
Inside Berm Surface Dimensions of Impoundment (LxWxH)
feet
Bottom Dimensions of Impoundment (LxWxH)
feet
Embankment side slope
Mean Seasonal High Water Table Depth
(depth below grade)*
feet
Finish grade elevation of impoundment
feet
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
ft
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (above permanent liquid level))
feet
Effective volume rovided**
ft
Effective treatment or storage time provided
days
*NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
**NOTE: The storage volume should be calculated between the top of any permanent liquid level (as indicated by outlet
pipe) and maximum allowable liquid level in the impoundment.
7. Provide the location of each design element in the specifications and/or engineering plans:
Storage Impoundment(s) (include additional table for each
. im oundment
impoundment.)
Page Number in the Plans &
Specifications
Plans Specs
Liner ❑ Synthetic ❑ Clay ❑ None
2 &.10
Plans Only
Proper installation and testing of liner
Inside Berm Surface Dimensions of Impoundment (LxWxH)
feet
Bottom Dimensions of Impoundment (LxWxM
feet
Embankment side slope
Mean Seasonal High Water Table Depth
(depth below grade)*
feet
Finish grade elevation of impoundment
feet
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
ft
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (above permanent liquid level))
feet
Effective volume rovided**
ft
Effective treatment or storage time provided
days
*NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
**NOTE: The storage volume should be calculated between the top of any permanent liquid level (as indicated by outlet
pipe) and maximum allowable liquid level in the impoundment.
VIII. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. System is: ® spray irrigation; ❑ drip irrigation.
2. System is: ❑ existing; ® proposed.
FORM: RWIS O4-03 Page 11

3. If system is existing will it be: ❑ used in conjunction with fresh or potable water irrigation;
❑ disconnected from other irrigation sources.
4. Provide details regarding proper notification to the public of the use of reclaimed wastewater for irrigation. Notification will
be posted in the golf course clubhouse, the golf shop and a public rest room facilities located on the golf course.
5. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Irrigation Pumping
Page Number in the Plans-&
Specifications
Plans Secs
Dimensions of Irrigation Pump Tank (LxWxH)
feet
2 & 10
Plans Only
Total Available Volume of Irrigation Pump Tank
3,801,000 gallons
Dosing. Volume of Irrigation Pump Tank
gallons
Capacity of pumps
600 GPM
at TDH
High Water Alarms
Audible Alarm
Visual Alarm
r.
2 & 12
Plans Only
2 & 12
Plans Only
Equipment to prevent irrigation during rain events if irrigation
controls are automatic
2 & 12
Plans Only
6. List any equipment (note sheet number of the plans or page number in the specifications) not specifically mentioned above
(pump hoist, odor control equipment, etc.):
7. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
feet below ground surface.
8. Are there any artificial drainage or water movement structures within any part of the irrigation area? ❑ Yes ❑ No
If Yes, please explain if the soil scientist report addresses artificial structures and please indicate if structures are to be
maintained or modified:
9. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
Loading Rate
Loading Rate
Loading
If Seasonal, list
within Soil Area
Inches/Hour
Inches/Year
Recommended
appropriate months
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
10. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes ❑ No
If No, explain:
11. Size of wetted irrigation area: square feet; or acres.
FORM: RWIS O4-03 Page 12

DRIP IRRIGATION SYSTEMS:
12. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number in the Plans & Specifications
Plans Secs
Number of Emitters
Design Wetted Area of Emitters
ft2
Distance Between Drip Lines
feet
Distance Between Drip Emitters
feet
Flow per emitter
GPM
at:
psi
Elevation of Highest Emitter
feet
SPRAY IRRIGATION SYSTEMS:
13. Number of operational zones within irrigation system:
14. Provide the location of each design element in the specifications and/or engineering plans. It may be necessary to provide
additional tables for separate irrigation zones and/or separate nozzle types within zones if there are significant differences.
Please see Instruction N and Instruction O to ensure all information is provided as required.
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
Number of Nozzles
Total Design Wetted Area of Nozzles
ftz
Flow per Nozzle
GPM
at:
psi
Elevation of Highest Nozzle
feet
FORM: RWIS O4-03 Page 13

Professional Engineer's Certification: �j�
I> W I LW A M �� Y attest that this application for i M OO ' R I O "" 64o 0F� ViK
ITV 13 W "'" ' ' has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best
of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with this
application package and its instructions as well as all applicable regulations and statutes. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b), see instruction A):
(signing authority name) n VV LL II ,, `` (title)
attest that this application forW�UA N -� �A F—� OMP
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Quality should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all
required supporting information and attachments are not included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ �� �� �• ' L, Date: % /0 S'

o�OF W ATF�QG State of North Carolina
Department of Environment and Natural Resources
r Division of Water Quality
Ali 11 -H
RECLAIMED WASTEWATER IRRIGATION SYSTEMS APPLICATION
INSTRUCTIONS FOR FORM RWIS O4-03
The Division of Water Quality will not accept this application package unless all the instructions are followed.
Plans and specifications must be prepared in accordance with 15A NCAC 2H .0200 and good engineering
practices. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
Do not use this form for requests to distribute reclaimed wastewater.
For more information, links to forms requested in this application, or for an electronic version of this form, visit the Non -Discharge
Permitting Unit (NDPU) web site at: http✓/h2o.enr.state.nc.us/ndpuI
A. Application Form (All Application Packages):
Submit one original and four copies of the completed and appropriately executed application form. The instructions (Pages 1
through 3) do not need to be submitted. Any changes made to this form will result in the application package being returned.
The Division of Water Quality (Division) will only accept application packages that have been fully completed with all
applicable items addressed.
✓ If the Applicant is a corporation or company, it must be registered for business with the NC Secretary of State.
✓ If the Applicant is a partnership, sole proprietorship, trade name, or d/b/a; enclose a copy of the certificate filed with the
registrar of deeds in the county of business.
✓ The application must be signed appropriately in accordance with 15A NCAC 2H .0206(b). An alternate person may be
designated as the signing official, provided that a delegation letter is provided from a person who meets the referenced criteria.
You may download a form delegation letter from the NDPU web site.
✓ The facility name on all forms should be consistent with the facility name on the plans, specifications, agreements, etc.
✓ If this project involves a modification or renewal of an existing surface irrigation system, submit five copies of the most recently
issued existing permit.
✓ If this project is for a renewal without modification, the applicant only needs to complete_ Section I & Section II and sign the
application form as appropriate on the last page of this form and see Instruction I.
B. Attachment (All New or Major Modification Application Packages):
✓ Submit a completed and properly executed Watershed Classification Attachment Form (WSCA), along with the 8.5" by 11"
topographic map locating the facility, for each watershed within the facility location (including irrigation areas). The most
recent version of Form WSCA may be found on the NDPU web site.
C. Application Fee (All New or Major Modification Application Packages):
✓ The appropriate application fee can be determined from the Division's fee schedule found on the NDPU web site.
✓ Submit a check in the appropriate amount made payable to: North Carolina Department of Environment and Natural Resources
(NCDENR).
D. Cover Letter (All Application Packages):
✓ Submit one original and four copies of a cover letter, which lists all items and attachments included in the application package
as well as a brief description of the requested permitting action.
✓ If necessary for clarity, include attachments to the application. Such attachments will be considered part of the application
package and should be numbered to correspond to the section to which they refer.
E. Property Ownership Documentation (All New or Modification Application Packages involving new and/or relocated treatment
or irrigation components):
✓ Provide either: (1) legal documentation of the ownership (such as a contract, deed, article of incorporation, etc.) of the property,
(2) a written notarized agreement signed by both parties indicating future purchase of the property by the permit applicant and a
plat or survey, map showing the property, or (3) a written notarized long term lease agreement signed by both parties and
specifically indicating intended use of the property and a plat or survey map showing the property addressed in the lease. .
F. Wastewater Collection System:
✓ The raw wastewater collection system must be permitted separately from the wastewater treatment and disposal system. Refer
to the most recent versions of the Fast Track Application (FORM: FTA) or the Pressure Sewer Systems Application (FORM:
PSSA), located on the NDPU web site, for permitting of the collection system. Note that a permit for the wastewater collection
system will not be issued until issuance of the permit for the wastewater treatment and disposal system.
FORM: RWIS O4-03 Page 1

G. Environmental Assessments (May Be Required —See 15A NCAC 1 C .0100):
✓ Submit one copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the design and/or construction of
the wastewater treatment and disposal system. An EA may also be required for private systems if any public funds are used for
the construction of the subject facilities.
H. Certificates of Public Convenience and Necessity (All New Application Packages if the applicant is a Privately -Owned Public
Utility per determination by the NC Utilities Commission):
✓ Submit five copies of the Certificate of Public Convenience and Necessity, which demonstrates that the public utility is
authorized to hold the utility franchise for the area to be served by the wastewater system.
✓ If a Certificate of Public Convenience and Necessity has not been issued, provide five copies of a letter from the NC Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area is contiguous to
an existing franchised area, and/or that franchise approval is expected.
I. Operational Agreements (All New or Renewal Application Packages if the applicant is a Homeowners' Association, or a
Developer and lots are to be sold):
✓ Submit one original and four copies of a properly executed operational agreement if the surface irrigation system will be
serving, or currently serves, residential or commercial lots that are to be sold. Appropriate forms can be downloaded from the
NDPU web site.
✓ If applicant is a homeowners' association, use the most recent version of Form HOA, and submit the following information:
articles of incorporation, bylaws, and current or proposed annual budget.
✓ If applicant is a developer that intends to turn ownership and responsibility of the wastewater system over to a homeowners'
association, submit the most recent version of Form DEV.
If this application is for renewal of an existing permit, five copies of the previously signed Operational Agreement may be
submitted.
Analysis of Wastewater (All New Application Packages or Modifications that include changes to the waste stream):
✓ If applicable, provide documentation of the treatment facility's previous approval to distribute reclaimed wastewater. If not
applicable:
✓ Submit five copies of an analysis of the effluent wastewater that indicate consistent compliance with the reclaimed
wastewater criteria as established in 15A NCAC 211.0219(k)(1)(A)(iii) or 15A NCAC 2H .0219(k)(1)(B)(iii).
✓ A laboratory certified by the Division shall perform all testing.
✓ When an actual wastewater sample cannot be obtained, wastewater generated from similar facilities in a different location
may be sampled. When no wastewater analysis data can be obtained, this data shall be estimated and references provided
to justify the values.
K. Soil Evaluation (All New Application Packages or Modifications that include new irrigation sites):
✓ Submit five copies of a detailed soil evaluation in accordance with 15A NCAC 2H .0205(d)(7)(C) and current Division policy,
available on the NDPU web site.
L. Agronomist Evaluation (All New Application Packages or Modifications that include new irrigation sites or new cropping
patterns for existing irrigation sites):
✓ Submit five copies of a detailed agronomist evaluation in accordance with 15A NCAC 2H .0205(d)(7)(D) and current Division
policy, available on the NDPU web site.
M. Hydrogeologic Report (All New Application Packages with Design Flows over 25,000 GPD or Modifications involving
increasing the total design flow to over 25,000 GPD):
✓ Submit five copies of a detailed hydrogeologic evaluation in accordance with 15A NCAC 2H .0205(d)(7)(B) and current
Division policy, available on the NDPU web site.
N. Detailed Plans and Specifications (All New and Modification Application Packages):
✓ Submit five sets of detailed plans and specifications that have been signed, sealed, and dated by a NC licensed Professional
Engineer. For Modifications, submit plans and specifications specific to the modification(s) only.
✓ Plans must include the following minimum items: a general location map, a topographic map, a map showing the entire site
including all structures, application areas, setbacks, property lines, wells, drainage features, and surface waters within 500 feet
of the facilities and application areas. Plans must include a map clearly depicting all required minimum buffers. Submit plans
and profiles of all treatment units, piping, valves, and equipment including dimensions and elevations of all treatment units,
highest irrigation nozzle, locations within the irrigation system of air releases and system drains, locations within the irrigation
system of all control valves, and other essential equipment.
✓ For irrigation sites not previously approved for wastewater irrigation:
✓ For automated irrigation systems, the design must include equipment to prevent irrigation during precipitation events or
when the soil is in a condition that the irrigation wastewater could not be assimilated.
✓ The map must show the entire irrigation area with an overlay of the suitable irrigation area depicted by the soil scientist's
evaluation. The irrigation plans shall show each nozzle and wetted area. Clearly label irrigation zones as they will be
operated.
FORM: RWIS O4-03 Page 2

.t
Specifications must include, at a minimum, the following for all items pertinent to the overall system: detailed specifications for
each unit process and quality of construction testing procedures to ensure that the integrity of the final product is in accordance
with 15A NCAC 2H .0205(d)(1)(B) and 15A NCAC 2H .0219(c), (d) and (f), including leakage and pressure testing.
✓ Plans and specifications must indicate compliance with all pertinent subsections of 15A NCAC 2H .0219(k)(1)(D).
✓ Plans and specifications must depict a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications.
However, the plans and specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR
CONSTRUCTION.
O. Engineering Calculations (All New and Modification Application Packages):
✓ Submit five copies of all design calculations that have been signed, sealed, and dated by a NC -licensed Professional Engineer.
For Modifications, submit calculations specific to the modification(s) only.
✓ Provide a water balance calculation to determine wet weather storage needs for the system. The water balance must be in
accordance with Division policy as provided on the NDPU web site.
✓ Calculations must include the following minimum items: hydraulic and pollutant loading calculations for each treatment unit,
sizing criteria for each treatment unit and associated equipment, friction/total dynamic head calculations and system curve
analysis for each pump used (with one pump Winning, two pumps running, etc.); pump selection information including pump
curves, manufacturer's information, and recommended installation guidelines; and flotation calculations for all tanks. Submit
the selected irrigation system information including manufacturer's information and recommended installation guidelines.
Irrigation pump capacity should consider reasonable operational control, address multiple zones of the irrigation system,
address variability of nozzle sizing as necessary, and include the ability to irrigate all areas in an appropriate amount of time.
P. Reliability (All New or Major Modification Application Packages):
✓ Submit documentation of system reliability in accordance with 15A NCAC.2H .0219(k)(1)(A)(viii) or .0219(k)(1)(B)(vi). .
✓ Ensure that the plans and specifications detail the generator, the automatic transfer switch, and how these items interact with the
system instrumentation/controls.
✓ All generators must be capable of powering all essential treatment units.
Q. Residuals Management Plan (All New or Modification Application Packages that include new treatment systems or an
expansion of the treatment system):
✓ Submit a detailed explanation describing how the residuals (including sediments and grit) that are generated by the wastewater
treatment system will be stored, treated, and disposed, in accordance with 15A NCAC 2H .0205(d)(1)(H) and 15A NCAC 2H
.02190)(9).
✓ If oil or grease removal and collection is a designed unit process, please submit an oil/grease disposal plan.
✓ If an on -site restaurant or other business with food preparation is contributing waste to this system an oil/grease disposal plan
will be necessary. Please note that operation and maintenance of all grease traps will be the responsibility of the permittee.
R. General (All New or Modification Application Packages):
✓ Please ensure that any systems within the Coastal Area as defined in 15A NCAC 2H .0400 meet all requirements required by
that regulation as well as 15A NCAC 2H .0219.
✓ Note that all designs and documentation must conform to all state and federal rules and regulations.
✓ Note that if other approvals are necessary for the construction of these facilities (i.e. Wetlands, Stormwater, Dam Safety, etc) the
Division may hold approval of this application package to coordinatewith other approvals.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: 919-733-5083
By Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: 919-715-604
FORM: RWIS O4-03 Page 3

'met
State ou North Carolina
Department of Environment and. Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any ehaages made to this form wfli Il esuRt in the aPPlicatlion being returned.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located submit this form, with Items 1 through 8 , you are required to
completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by 1111 copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may -not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
Applicant's name (name of the municipality, corporation, individual, etc.):
Cashiers Resort Community,
2. Name and complete address of applicant: Mr. David Rhoades, Cashiers Resort Community, LLC
572 NC Highway 107 South
City: Cashiers State: NC Zip: 28717
Telephone number: ( 828 ) 743-7005 Facsimile number: 828 ) 743-7008
3. Project name (name of the subdivision, facility or establishment, etc.):
Mountain Top
4. County where project is located: Jackson County
5. Name(s) of closest surface waters: Grassy Camu Creek & Hurricane Creek
6. River basin(s) in which the project is located: Little Tennessee River
7. Topographic map name and date: Cashiers,Big Rid e Hi hlands and Glen
8. North Carolina Professional Engineer's seal, signature, and date:
TO: REGIONAL L OFFICE WATER QUALITY SUPERVISOR
y�'•�p;;aF,wa -
.6469
✓.✓t�l�•ll/l It ttjl,\6
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basi
Classification(s) (as established by the E
Proposed classification(s), if applicable:
River basin buffer rules, if applicable: _
Signature of regional office personnel:
Date: L�
FORM: WSCA 10/99 Page 1 of 2

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STATE OF NORTH CAROLINA
COUNTY OF WAKE Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the'COMMISSION; and
CASHIERS RESORT COMMUNITIES,LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in Jackson County, upon which it is erecting and
will erect dwelling units and other improvements, said development to be known
as MountainTop Golf & Lake Club (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
. 215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the MountainTop Golf & Lake Club Homeowner's Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER. shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
Unn r X. r-%UW rn rnI 'D-- , i --P

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposalfacility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without _
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. . The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:.
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
(Date)
CASHIERS RESORT COMMUNITIES,LLC
Name of DEVELOPER
By:
�-
(Signature)
Steve Leighton, VP of development
Print Name and Title
hglo s,
(Date)
'Llf-M X X. rYUXT All ine 1)--- 1) -PI)

Ju.1 19. 2005' 9:11AN1—" r1R01 INA11USAL Glta
No. 3486 P. 2'01/00;
. NORTH C"O"NA �IdItA � ��luv �� IFII
JAC OO14 COUNTY Doo ie: 003321520007 Tvpe! CRP
Reoordod: 07102,0009 at 08:03,68 PH
Fee ARCC1 P.22 a4o.00 page 2 of 7
ATBy Fa JacksonTG unw, Noo�B.oO
Joe Ramllton Replster of coeds
BK
1512 Pa33-39
is TFTO BE A �1�C1'�
�to>^ 1r�Ll
Prepared by: Lisa:F. Jarvis
Mail after recording to. Law:OfFCe of Lisa Jarvis, PLLC
7825 Ballantyne Commons Pkvvy
Ste 230
Charlotte, NC 28277
NORTH CAROLINA AMMO
I JUL-; 295
JACKSON COUNTY It A.— _ ..
A.
SPECIAL WARRANTY DEED
This Deed made this 301 day,of 7'u'NF
2005, by
and between ANN (). SUMMERS AND GEORGS E. SUMMRS, lacraiinafter referred
to as "Grantor'; and CASHIERS RpSORT COMMUNITY
LLC, a Delaware Limited
Liability Company, whose address is c% Lisa F. Jervis, 7825 Ballantyne Commons
PIMT, Ste 230, Charlotte, NC 28277, hereinafter referred to as "Grantee,,. The
designation Grantor and Grantee, as used herein, shall include said parties, their heirs,
successors and assigns, and shall include the singular, plural, masculine, feminine or
neuter, as required by context.
. W1T7VESSE,fi�
That the Grantor, in consideration of One Dollar ($1.00) and other valuable
considemion paid by the Grantee, the receipt ofwhich is hereby acknowledged, has and
Received Time J0.19. 8:58AM

.J u.l. 19._ 2005 V 9.12AM% uOu °''"
rxxjur BAIr1Vn-1L -, GINA No. 3486 P. 3102i007
by these presents does grant, bargain, sell, transfer and convey unto Grantee in fee simple
all that certain lot or parcel of land (the "Property") situated in Hamburg Township,
Jackson County, North Carolina more particularly described on Fxhibit "A" attached
hereto and incorporated herein by rO&Mce..
The property was acquired by Grantor by instruments recorded in Book
894 Page 740 . Jackson County Registry, and Will Book C, Page 477,
Jackson County Clerk of Court.
TO LAVE AND TO HOLD the Property and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Gtantor covenants with the Grantee that Grantor is seized of the Property
in fee simple, has the right to convey the Property in fee simple, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever claiming
by or through Grantor, except ;for the exceptions hereinafter stated, Title to the Property
is subject to the fallowing exceptions_
1, Agreements, restrictions, easements, and rights of way of record, and ad
valorem taxes for the current year. .
2. All matters that would be shown by a current, accurate survey of the property,
3. All applicable laws and regulations.
Received Time Jul,19. 8:58AM

"Jul. 19. 2005' 9:12AM' " "1"
renal rva11VVAL -+ c;Arig No, 3486 P. 4'03/007
IN. WITNESS WHEREOF, Grantor has caused this instrument to be signed and
sealed, thd*day and year first above written
L/2- '4-k Pl,--
(SEAL)
ANN G- SUMMERS
GEORGE E. SUMMERS
NORTH CAROLINA'
(SEAL)
JACKSON COUNTY
I' Q���'a"'`'^^ , a Notary Public for
County, North Carolina, do hereby certify that ANN
0' SUMMERS and GEORGE E- SUMNNIERS personally appeared before Y Ae this day and
acknowledged the due execution of the foregoing instrument
Witness my hand and official seal, this the 3 O day of
2005.
Notary ublic
(NOTARY SEAU/STAMP) - -
My emission expires: 5 ! - 0
Received Time Jul.19. 8:58AM

,Jul. 19. 2005' 9;12AW " --
rtnot L1AUi�dL U1YA
No.3486 P. 5)04/007
EXHIBIT -A"
LEGAL DESCRIPTION
ANN G. SUMMERS TO CASHIERS RESORT COMMUNITY, LLC
BENG all of "SUMMERS TRACT TEREE", containing 204.32 acres, more or less,
as shown on the plat entitled "Survey for Cashiers Resort Community, LLC", dated
October 13, 2003, and recorded in Plat Cabinet 12, Slide 470, Jackson County Registry, and more particularly desonbed in the attached Exhibit $: .
Together with and subject to any and all covenants, conditions, restrictions, reservations,
easements and rights -of -way of public record.
Received Time Jul.19. 8:58AM

07/:J1,k1. 19. 2005. 9: 12AM 535 5733 FIRST NATIONAL 4 GINA No. 3486 P.- 605/007
Lying in Hamburg Township, Jackson Couary, North Carolina, and being shown as
Summers Tract One on Plat Book 12, Page 470, recorded in the above mentioned county,
being more particularly described as:
Beginning at a 24" White Oak, said oak also being the southeastern comer of the Carbiu
property as described in Deed book 510, page 642, and running with the eastern line of
Corbin, N091131721 "W a distance of 567.94 feet to a 5/8"' rebar found, said rebar lying in
the easteru line of Beasley as described in Deed book 964, page 255; thence with the
eastern luxe of Hampson as described in Deed book 275, page 1 and the eastern line of
Ducicbam as described in Deed book 589, page 489, N 08°58'19" W a distance of
1899-36 feet to a planted stone found; thence continuing with the eastem line of
Duckham , N 09031'07" W a distance of 275.58 feet to a rebar found; thence with the
eastern line of Duckham as described in. Deed book 563, page 170, N 09°25'45" W a
distance of 283.42 feet to a 5/8" rebar found at a 36" hemlock; thence confirming with the
Duckham line, N 09052'581' W a distance of 78.68 feet to a %" rebar found; thence with
the southern line of an unknown, owner, N 78'27'53" E a distance of 1626.81 feet to a
rebar found; thence with the southern line of Skelton Development LLC as described in
heed book 1162, page 65, N 78927'53" E a distance of 124.86 feet to a magnetic nail set
in the'r center of Norton Road; thence with the centerline of Norton Road (SR 1145) the
following 39 calls: S 10°39'56" E a distance of 25.09 feet to a point, S 17057,44" E a
distance of 90.32 feet to a point, S 27°27'55" E a distance of 33.36 feet to a point, S
34'2719" E a distance of 35.22 feet to a point, S 41'34'21 "E a distance of 41.55 Feet to
a point, S 4310743" E a distance of 100.56 feet to a point, S 470131161"E a distance of
40.23 feet to a point, S 52" 11'59" E a distance of 37.26 feet to a point, S 59'25' 17" E a
distance of 39.07 feet to a point, S 62°22'48" E a distance of 61.92 feet to a point, S
60"1719" E a distance of 59.53 feet to a point, S 54°56'55" E a distance of 36.12 feet to
a point, S 48'5243" E a distance of 30.86 feet to a point, S 41 *49'07" E a distance of
34.81, feet to &point, S 35°15'01" E a distance of 44.62 feet to a point, S 31°33'08" E a
distance of 70.71 feet to a point, S 29°48'10" E a distance of 86.80 ;feet to a point, S 27
05'57" E a distance of 59.97feet to a point, S 24"3837" E a distance of 68.56 feet to a
Point, S 21017'45" E a distance of 55.11 feet to a point, S 16033145" E a distance of••
33.99 feet to a point, S 09'27'05" E a distance of 29.09 feet to a point, S 01034'23" E a
distance of 33.44 feet to a point, S 05'00'07" W a distance of 43.24 feet to a point, S
08°26'26" W a distance of 62.97feet to a point, S 07*06149" W a distance of 50.05 feet
to a point, S 01'55'42" W a distance of 33.67 feet to a point; S 07'S2'33" E a distance of
35.03 feet to a point, S 21 °21'04" E a distance of 52.37'feet to a Magnetic nail set; thence
leaving the centerline of Norton Road and mmning with the noxthern line of Jackson Co.
Rescue Squad Unit 2 as descn-bed in Deed book 412, page 244, S75'3T05" W a distance
of 180.38 Feet to a point in the centerline of Hurricane ,Creek; thence with the centerline
of Hurdoane Creek the following 29 calls: S 12141`20" E a distance of 38.16 feet to a
point, S 13'02'32" E a distance of 50.46 feet to a point, S 20'34'29" W a distance of
61.11feet to a point, S 50006'31" E a distance of 39.92 feet to a point, S 07°15'40" E a
distance of 46.54 feet to a point, S 25°01'26" W a distance of 43.98 feet to a poinnt, S
07°48'33" E a distance of 44.51 feet to a point, S 18"36,23" E a distance of 78.80 feet to
a point; S 52°12'46" W a distance of 23.85 feet to a point, S 20'03119" W a distance of
- :�:-Received Time : ijl. 19 . A•�AAM _ .r ..-• _ -- _ _-� _ - -- �- .

07/;J U 1. 19. 2005_ 9 ; 12AM 535 8733 FIRST NATIONAL , GINA No. 3486 P.-, 706/007
38.93 feet to a point, S 21 °12'39" E a distance of 47.06 feet to a point, S 03055142" W a
distance of 46.83 feet to a point, S 40'43'41 "E a di
stanco of 52.28 feet to a point, S
22°51'42"W a distance of 36.76 feet to a point; S 71 °07129" W a distance of 77.53 feet
to a point, N 75°45'26" W a distance of 44.88 feet to a point, S 28010100" W a distance
of 59.43 feet to a point, S 47°10,42,, W a distance of 83.71 feet to a point, S 77002381 W
a distance of 107.88 feet to a point; S 27°5924" W a distance of 45.51 feet to a point S
29°46'20" E a distance of 65.09 feet to a point, S 05°47'24" E a distance of 55.20 feet to
a point, S 451137103" E a distance of 39.23 feet to a point, S 19°30'46" E a distance of
66.34 feet to a point, S 46'06'45" W a distance of 96.01 feet to a point, S 780 0348" W
a distance of 48.75 feet to a point, S 10'43'29" E a distance of 37.47 feet to a point, S
78103'51" W a distance of 36.02 feet to a point, S 12 22 54 W a distance of 56.02 feet
to a point, thence leaving the centerline of hurricane Creek and with the Tins of Flue
Ridge School the followhg 3 calls; S 77°14'29" E a distance of 77.50 feet to a
48°50�9" E a distance of 16.01 feet to a -drill steel found, S 65031144" E a dice of
1295.20 feet to a magnetic nail set in the centerline of Highway 107; thence With the
centerline of Highway 107 the following 24 calls: S 25°37'40" W a distance of 21.00.
feet to a point, •S 24004'l8" W a distance of 55.08 feet to a point; S 20" 57'41 "W a
distance of 53.74 feet to a point, S 14°38'30" W a distance of 51.22 feet to a point, S
08°05'33" W a distance of 52.62 feet to a point, S 00"ITI7" W a distance of 52.26 feet
to a point, S 07°42'S5" E a distance of 51.98 feet to a,poin4 S15°50'01"E a distance of
50.09 feet to a point, S 22°29'50" $ a distance of 55.96 feet to a point, S 24°42'31" E a
distance of 31.75 :feet to a point, S 26°2548" E a distance of 99.81 feet to a point, S
26°26'44" E a distance of 108.14 feet to a point, S 26°30'55" E a distance of 98.13 feet to
a point, S 26°28'40" E a dice of 50.54 feet to a point, S 27-07-38" E a distance of
49.68 feet to a point, S 28'3644" E a distance of 50.99 feet to a point, S 31'05'24" E a
distance of 51.17 feet to a point, S 35038'02" E a distance of 48.85 feet to po a inS
t,
39°Sp'03" E a distance of 50.66 feet to a point, S 43°56'30" E a distance of 53.49 feet to
a point, S 48°3321" E a distance of 75.98 feet to a point, S 54115'21" $ a distance of
71.74 feet to a point, S 59'55'29" E a distance of 6127 feet to a point, S 65°39'60" E a
distance of 59.68 feet to a magnetic nail set in the centerline of highway 107, thence
leaving the centerline of I ighway 107 and running with the centerline of Laurel Knob
Road (S12 1142) the following 73 calls: S 37007'04" W a distance of 25.65 feet to a
Point, S 62°28'12" W a distance of 22.92 feet to a point, S 71059143" W a distance of
34.44 feet to a. point S 87°49'43" W a distance of 38.61 feet to a point, N 73°13'29" W a
distance of 34.77 feet to a point, N 47°24'58" W a distance of 213.48 feet to a point, N
47° 10'0911 W a distance of 42.78 feet to a .point, N 53 ° 11'25" W a distance of 21.73 feet
to a point, N 7648109" W a distance of 30.70 feet to a point, S 76154'55" W a distance
of 30.02feet to a point, S 48°14'27" W a distance of 46.24 feet to a point, S 43 °10'57" W
a distance of 56.34 feet to a point, S 52052'45" W a distance of 21.55 feet to a point, S
62°41'33" W a distance of 36.10 feet to a point, S 69°38'13" W a distance of 59.36 feet
to a point, S 74°33'17" W a distance of 45.56 feet to a,point, S 76°02'37" W a distance
of 59.73 feet to a point; S 79°59109" W a distance of 60.84 feet to a point. S 82036'01"
W a distance of 61.09 foot to a point, S 74°03'35" W a distance of 51.68 feet to a point,
S 55103640" W a distance of 26.33 feet to 'a point S 44°53'29" W a distance of 27.61
feet to a. point, S 30'12'26" W a distance of 65.71 feet to a point, S 32°07'22" W a
distance of 30.72 feet to a point, S 42158'31" W a distance of 57.22 feet to a point, S
=�^'---RPCP;wad Time Iii1 11) 0.1:6ARA __

- 07/'JL 1. 19, 2005L 9: 12AK 535 5733 FIRST NATIONAL 4 GINA No. 3486 P. 8
w-.jv07/007
62009127" W a distance of 43.75 feet to a point, S 74002132" W a distance of 44.96 feet
to a point, S 79026`45" W a distance of 44.25 feet to a point, N 890 1516" W a distance
Of 58.95 feet to a point, N 74°55'04" W a distance of 52.32 feet to a point, N 66145'04"
W a distance of 94.06 .feet to a point; N 62°05'50" W a distance of 1.25.81 feet to a
Point, N 57053'19" W a distance of 97.49 feet to a poirxt� N 48012'29" 'W a distance of
90.00 feet to a point, N 59°56153" W a distance of 51.26 feet to a point, N 78°52'14" W
a distance of 74.98 feet to a point, S 85'10'11" W a distance of 53.88 feet to a point, S
72143'16" W a distance of 59.91 feet to a point, S 66°57'15" W a distance of 187.48
feet to a point, S 57°04'19" W a distance of 41.83 feet to a point, S 34°28'11" W a
distance of 34.73 feet to a point, SOl °32'02" W a distance of 46.88 feet to a point, S
20°49'04" E a distance of 93.79 feet to a point, S 13°2926" E a distance of40,74 feet to
a point, S 07004'43" W a distance of 31.34 feet to it point, S 37°02'59" W a distance of
49.86 feet to apoint, S 58°51'47" W a distance of 96.99 feet to a point, S 51°44'14" W
a distance of 46.44 feet to a point, S 3 8°48'09" 'W a distance of 48.09 feet to a point, S
28*49'181, W a distance of 50,46 feet to a point, S 20100135" W a distance of 63.25 feet
to a point, S 11. *31'55" W a distance of 58.92 feet to a point, S 07°50100" W a distance
of 156.20 feet to a point, S 56°59`28" W a distance of 31.42 feet to a point, N 79°33'16"
W a distance of 3131 feet to a point, N 33°3643" W a distance of 43.11 feet to a point,
N 07016159" W a distance of 75.79 Meet to a point, N 02°22'26" E a distance of 57.51
feet to a point, N 1413111" E a distance of 104.43 feet to a point, N 01 °5739" E a
distance of 44.54 feet to a point, N 201"21'33" W a distance of 46.12 feet to a point, N
41 ° 10'44" W a distance of 40.31 feet to a point, N 66130'20" W a distance of 42.43 feet
to a point S 78°02'42" W a distance of 40.73 feet to a point, S 69° 1427" W a distance
of 47.41 feet to a point, N 891118111" W a distance of 29.51 feet to a point, N 63*05,051,
W a distance of 48.93 feet to a point, N 35°5630" W a distance of 66.21 feet to a point,
N 25°4239" W a distance of 76.17 feet to a point, N 20*1619" W a distance of 115.07
feet to a point, N• 29134410811 W a distance of 72.97 feet to a point N 38°08'14" V1 a
distance of 108.40 feet to a po* N 38'08115" W a distance of 68.15 feet to a PI nail
found in the centerline of Laurel Knob Rd; thence leaving the centerline of Laurel Knob
Rd, N 04°3623" E a distance of 395.32 feet to a nail'.found; thence N 20°59'29" W a
distance of 125.08 feet to a %11 iron pin found; thence N 66°4228" W a distance of
297.37 feet to a V2' iron pin found; thence N 55°42'09" a distance of 34.91 feet to the
point and place of BEGINNING. Containing 204.32 -+ acres.
..9arrni"o.l Ti,..,,_*I..1 1n - n_rAAkk-"

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http://ims. metrostat. net/serviet/com.esri.esrimap. Esrimap?ServiceNa me=JCGIS&... 7/20/2005

PROPOSED
WASTEWATER TREATMENT SYSTEM
FOR
MOUNTAINTOP
GOLF AND LAKE CLUB
JACKS ON ' C OUNTY, NORTH CAROLINA
Prepared for:
Cashiers Resort Community, LLC
Cashiers, North Carolina
'•Z.1
+1o c"n 'rya
,r.,, Y' • .. • .. - 1 �, its
��0r'r�reruunoc�\
Prepared by:
WILLIAM G. LAPSLEY & ASSOCIATES, PA.
CONSULTING ENGINEERS
1635 Asheville Highway
Hendersonville, North Carolina
July, 2005

Introduction
. Cashiers Resort Community, LLC has purchased approximately 700 acres of land
in Cashiers, Jackson County, North Carolina (Exhibit "A"). The organization proposes to
develop a residential/golf course community. The residential development will be
primarily single family homes. The golf course will have a private clubhouse for its
members.
This development will have a private wastewater collection system consisting of
gravity sewer lines, sewer lift stations and force mains, and a section of pressure sewer
lines. The topography of the property has a total elevation change of approximately 650
feet.
II Wastewater ]Flow
The estimated wastewater flow for this development is based upon State criteria
stated in NCAC 15A 2M.0219 (1) and summarized below:
Single Family Homesites (2.5 Bdrm/home) 320 Ea @
Golf Clubhouse- 320 Resident Members @
80 non -Resident Members @
Golf Maintenance (summer) 50 Employees @
Subtotal .
Reserve Capacity
Total Design Flow
III Wastewater 'Treatment Alternatives
300 gpd = 96,000 gpd
60 gpd = 19,200 gpd
25 gpd = 1,600 gpd
25 gpd = 1,250 gpd
116,800 gpd
3,200 gpd
120,000 gpd
There were four (4) wastewater treatment alternatives considered for this
development:
(1) Community Subsurface Disposal System
The estimated wastewater flow (120,000 gpd) would require an extensive
drainfield and repair area (f 15-20) acres under ideal soil conditions). The steep
topography with visible rock outcroppings makes this alternative impractical.
(2) Transport to Municipal System
The nearest publicly owned wastewater treatment system is located
approximately 1.9 miles south of the project site. The Tuckaseegee Water &

Sewer Authority owns & operates an existing 100,000 gpd treatment facility,
which discharges to the Chattooga River. This facility has been recently
approved for a 100,000 gpd expansion, which will serve the Cashiers commercial
area (200,000 gpd permit capacity). The system has previous commitments for
all of the reserve capacity.
The assimilative capacity of the Chattooga River at their point of
discharge is such that an expansion of this treatment facility by an additional
120,000 gpd (Exhibit "A-3") is impractical and would not be recommended by
the State Division of Water Quality.
(3) Transport to Existing Private Systems
There are two (2) existing privately owned wastewater treatment facilities located
within 2 road miles of the proposed Mountaintop wastewater treatment plant.
They are:
NCO059200 Trilliam WWTP 40,000 GPD
NCO066958 Blue Ridge School WWTP 10,000 GPD
These facilities are obviously too small to allow the acceptance of the proposed
(120,000 gpd) wastewater discharge.
(4) Individual Subsurface Disposal
The alternative method of individual on -site septic drainfield systems
would be possible on many of the lots. However, the large outcroppings of
bedrock and steep topography presents a high risk of system failure. It is our
experience 10-15% of the lots would not be found suitable for any type of on -site
system. The developer obviously needs to have the assurance that all lots and
golf facilities could be constructed. Therefore, this alternative does not warrant
further consideration.
(5) Land Application
The development of a golf course facility on this property presents a very
attractive alternative for the disposal of effluent from a wastewater treatment
facility. There will be approximately 118 acres of grassed golf course available
for spray irrigation.
This alternative meets the needs of the developer and presents and
environmentally sound approach to wastewater treatment & disposal.
IV Proposed Land Application Wastewater Treatment System
1) General Background
The proposed Mountaintop community will have a privately owned

(Homeowners Association) wastewater collection system. This system will have
a combination of gravity sewer lines, sewer lift stations & force mains. (See
Exhibit `B").
A wastewater treatment facility will be constructed on approximately
10 acres of land located within the development. This site will be secured and
monitored on a daily basis (See Exhibit "C").
The effluent from the wastewater treatment facility will be discharged to
an effluent storage tank for temporary retention. At the appropriate time(s), the
effluent will be pumped directly to the spray irrigation fixtures on the approved
golf course areas.
The following sections describe the components of the treatment system
and the design computations.
2) Wastewater Treatment Facility
The wastewater treatment process will consist of the following units:
a. Flow splitter
b. Box Bar Screen
C. Flow Equalization
d.
Aeration
e.
Clarification
f.
Tertiary Filtration
g.
Chlorination
h.
De -chlorination
i.
Flow measurement & sampling
j.
Effluent Pond
k.
Effluent Lift Station
1.
Spray Irrigation
A schematic diagram of the treatment process is attached (Exhibit "D").
The facility will be completely fenced for security. It will also be
screened from public view and accessed by an all-weather roadway.
It is anticipated that the Homeowner's Association will contract with a
local licensed WWTP Operator to maintain the treatment system.
The cost of operation and maintenance will be assessed to the users on a
monthly basis. The utility system will have an individually metered water system
with a rate which will be adequate to properly operate and maintain the system.

MOUNTAINTOP
GOLF AND LAKE CLUB
WASTEWATER TREATMENT SYSTEM
DESIGN COMPUTATIONS

The Mountaintop Wastewater Treatment Plant will be a tertiary treatment system
with effluent irrigation storage tanks. When weather conditions are acceptable, the
effluent will be applied to the community golf course by a spray irrigation system.
The following paragraphs describe the design assumptions used to prepare the
detailed engineering plans for this system..
WASTEWATER ANALYSIS
The proposed wastewater treatment facility will be new construction designed to
serve domestic type wastewater from a residential golf course community. In addition to
the single family homes there will be a clubhouse with dining room and a golf
maintenance staff facility. All will discharge to the proposed treatment plant.
Since there is no existing wastewater stream to sample the design of this facility
is based upon estimated wastewater flow and water quality conditions reported by
USEPA guidelines for domestic strength wastewater ( EPA Process Design Manual,
October, 1977) as follows:
BOD
240 mg/1
TSS
240 mg/1
COD
500 mg/l
Nitrogen
40 mg/1
Phosphorus
10 mg/1
1. FLOW SPLITTER BOX
A flow splitter box will be installed at the influent to the wastewater treatment
facility. This will be used to divide the flow between the Phase I, II & III
treatment plants.
2. STATIC BAR SCREEN
A static bar screen will be installed at the influent to each treatment facility. It
will be of steel construction per the detail shown on the drawings. The operator
will manually clean the screen on a daily basis.
3. FLOW EQUALIZATION
A storage tank of influent wastewater is provided at the head of the wastewater
treatment plant. This tank is aerated to maintain odor control. The flow into the

treatment plant is at variable rates depending upon the time of day. This tank
stores wastewater during these peak periods and prevents "washout" of clarifiers.
A duplex submersible pump system with float control is provided in the tank.
The pumps deliver the wastewater to the aeration tanks at an even rate to match
the design flow for the treatment plant. The flow equalization tank is designed to
store 20% of the wastewater treatment plant design capacity (40,000 gpd X 20% =
8,000 gallons). The flow equalization chamber pumps are designed to meet the
ADF rate for the treatment plant (27.8 gpm/40,000 gpd) as follows:
Static Lift 12 feet
Friction Loss 0.1 feet (3"0 / PVC / .86'/100)
5 feet (fittings)
12.6 feet (Use 13 feet)
Pump Hydromatic HPG-200, 2.0 HP, 30, 3,450 rpm
(See Exhibit "E" for pump curve)
4. AERATION CHAMBER
The proposed wastewater treatment facility will use the extended aeration
process. The chamber is designed to retain the wastewater for 24 hours.
Therefore the storage capacity will be 40,000 gallons for each of the 40,000 gpd
treatment plants.
The purpose of the aeration chamber is to add dissolved oxygen to the raw
wastewater such that the biochemical oxygen demand (BOD) is significantly
reduced.` The actual reduction accomplished by the treatment facility is a function
of the BOD of the influent sewage and the amount of oxygen added to the water.
The proposed wastewater influent will be normal strength domestic sewage.
There will be a minor variation due to the operation of the clubhouse dining room
facility. The Blower unit details (Exhibit "F") and Diffuser details (Exhibit " G")
are attached hereto.
The actual design calculations *are as follows:
BOD Calculation
40,000 gpd X 1.98 lbs BOD / 1,000 gallons = 79.2 ibs BOD/day
Assume domestic strength wastewater - 240 mg / 1 BOD

Air Calculation
79.2 lbs BOD/day - 1440 min/day X 2,100 CF / lb BOD =115.5 CFM
Blowers provided — 250 CFM
Chamber Design
79.2 lbs BOD - 15 lbs BOD/day X 1,000 CF X 7.48 gal/CF = 39,494 gallons
Capacity Provided — 40,110 gallons
5. SETTLING CHAMBERS
Allow for minimum 4 hours retention time at average daily flowrate.
27.8 gpm x 60 min/hr x 4 hrs = 6,672 gals
Capacity provided = 8,333 gallons
6. SLUDGE HOLDING CHAMBER
40,000 gpd X 1 CF/100 gpd X 7.48 gal/cf =2,992 gallons
Capacity Provided = 3,000 gallons
7. TERTIARY FILTER
The package style tertiary filter system will provide flow division,
filtration, backwashing, surge control and disinfection of the wastewater.
The influent wastewater will enter the filter through a flow division
chamber where the flow will be divided equally to each of the two (2) filter cells.
Each filter cell will provide for the filtration of biologically treated plant effluent
by the use of a dual media concept. This media contains both sand and anthracite
to accomplish the sequential filtration and removal of suspended solids. The filter
media is fully submerged to evenly distribute the wastewater over the entire filter
cell.
The wastewater will percolate through the filter cells and then into the area
below the filter nozzle plates. It then flows through the backwash pipe, backwash
pumps, into the clearwell.
When the surface of the filter cells become covered with solids, the
wastewater level will begin to rise. The rising wastewater level activates the air
scouring and backwash cycles. The media will then be automatically air scoured

and backwashed. Clean backwash water is pumped through the filter and up from
the bottom to dislodge any retained solids.
The air scouring cycle will provide required agitation of the solids that
have been collected in the upper portion of the media. The rising backwash water
will overflow into the surge chamber, where it is collected and pumped back to
the head of the biological wastewater treatment plant. This process will occur
over several hours and is accomplished by using flow return valves in the
discharge line.
The backwash cycle will use wastewater from the clearwell to backwash
and dislodge any solids trapped in the lower portion of the media. A copy of the
clearwell pump and mudwell pump data is attached (Exhibit "H").
8. CHLORINE CONTACT CHAMBER
A tablet chlorinator (Exhibit "I") will be used at the inlet to the contact
chamber and the volume provided is determined as follows:
40,000 gpd X 30 min. retention time _ 1440 min/day = 833 gallons
day
Capacity Provided —1,077 gallons
9. EFFLUENT FLOW MEASURING/ SAMPLING .
A standard V-Notch weir installed in a flume will be used at this facility.
Continuous recording will be done by an Isco 4230 bubbler gage instrument (See
Exhibit "J").
A continuous turbidity monitoring device will be installed with sampling done
automatically. The instrument will be a Model recorder. (See Exhibit "K")
A refrigerated composite sampler unit will be provided at this same location. (See
Exhibit "L").

10. EFFLUENT LIFT STATION
The treated wastewater will discharge to a lift station located immediately after
the flow monitoring/sampling station. The station is designed to "lift" the
effluent from the wet well to the effluent holding tank. If the water does not meet
the minimum turbidity standard (less than 10 NTU) a soleniod valve will open
and redirect the flow to the Upset Holding tank. If the water quality is acceptable
then the flow will be directed to the Effluent Holding tank. The lift station is
designed to discharge the peak flow rate (2.5X ADF = 210 GPM) of the
wastewater treatment facility.
Static Life 3880.0
3829.0
5 1. 0 feet
Friction Loss 6.1 feet
10.0 feet Piping Loss
67.1 feet (Use 70 feet TDH)
Pump: Hydromatic S 4P 1750 rpm 7.5 HP 3 phase
(See Exhibit "M" for pump curve)
11. EFFLUENT IRRIGATION HOLDING TANKS
Based upon the hydro -geologist report, the wastewater treatment system must be
designed to store 30 days of effluent during wet weather periods (See attached
report). The treatment facility is designed to be constructed in three (3) phases.
The effluent holding capacity for each phase will be 1,267,000 gallons. The
capacity will be contained in three (3) large holding tanks for all three (3) phases.
The effluent which meets the water quality limits will be directed to the holding
tank by a effluent lift station. As the tank becomes half full a high water alarm
will be activated at the operations building to alert the operator to schedule a
discharge on to the golf course.
The effluent will be lifted to the land application area (golf course) by a duplex
irrigation pump designed by the golf course irrigation consultant.

12. UPSET WASTEWATER HOLDING TANK
There may occur instances during the operation of the treatment facility when the
effluent water quality does not meet the permit requirements. A turbidity monitor
will alarm the operator when this happens. The system will automatically
redirect the flow to the upset holding tank by operating a solenoid valve.
Once the effluent water quality is reinstated, the flow will be directed back to the
effluent irrigation tank.
The required capacity of these tanks is for 5 days of operation (5 X 120,000 gpd =
600,000 gallons). The capacity will be contained in two (2) large tanks for all
three (3) phases of the wastwater treatment facility.
A gravity sewer line is provided to direct this wastewater back to the head of the
treatment plant. The operator will manually open a gate valve to drain the tank at
an acceptable rate and at the appropriate time so as to not upset the treatment
process.
13. SPRAY IRRIGATION
A complete and updated soil investigation and water balance determination has
been prepared by Edwin Andrews & Associates, P.C..
The recommended design criteria for this proposed land, application system is as
follows:
Soil Capacity: 0.7 inches/day or 1.2 inches / week
Application Rate: 0.15 inches / application
0.35 inches / week
10 —15 minutes per application
Effluent Storage (Water Balance)
31 days @ 120,000 gpd = 10,800,000 gallons
Land Area Required 88.4 Acres (@ 0.35 inches per week)
Land Area Provided 118 acres
The golf course irrigation system designer has proposed a duplex vertical turbine
pump Irrigation Lift Station #1. This station will transport the treated wastewater
to the irrigation system. There are two (2) supplemental booster pump stations on
the system to maintain system pressures to the spray heads. Booster Station #1
will be operational during the effluent spraying. Booster Station #2 will be
bypassed during the effluent spraying.

According to the Soil Scientist Report the maximum dosage at a single
application will be 0.15 inches which converts to 4,072 gallons/acre/day. Each
area (zone) to receive the effluent is also limited to 0.35 inches per week which
means the maximum number, of applications per zone is 2 per week. The operator
will rotate the zones for application in accordance with these requirements.
Attached hereto is a table (Exhibit "N"), which provides a summary of the spray
irrigation system zones, heads, flow rates, and application time periods. The
system operator will control the actual location for the land application on any
given day. The application rates will be followed for each zone that is used. A
detailed layout of the sprinkler system is included in the design drawings. A copy
of the sprinkler head data is attached (Exhibit "O")
There will be a moisture /rain sensor instrument at the WWTP and at the Golf
Clubhouse. This will activate an alarm to the operator so as shut down the
irrigation of wastwater effluent on the golf course. A detail of the sensor is
attached (Exhibit " P").
14. RESIDUALS MANAGEMENT
The proposed wastewater treatment system will yield excess non -biodegradable
sludge residuals. This material will be temporarily contained in a sludge holding
chamber (aerated). Periodically, the operator will contact a private hauler to
remove the material from the treatment plant and transport it to an acceptable
publicly owned wastewater treatment facility (i.e. MSD of Buncombe County in
Asheville, NC). This will be done in accordance with State regulations (15A
NCAC 2H 0.0205 & 0.0219).
15. RELIABILITY
This proposed wastewater treatment system is located in a rural area of western
North Carolina. To insure operational reliability, the facility will be provided
with a diesel powered standby electrical generator. This unit will be sized to start
and operate all electrical powered equipment associated with the wastwater
treatment. The irrigation pump station is not included in the standby power
system. There is a total of 21 HP of various size motors associated with this
standby power unit. The proposed unit is attached (Exhibit " Q").

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WrLijAmG. LAPsLEY & AssocrATm P.A.
CASHIERS, NC Consulting Engineers & Land Plantim VICINITY MAP
Hendersonville North Carohna

L)MI81T A -A
WASTEWATER
TREA TMENT
FACILITY
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MOUNTAINTOP
GOLF & LAKE CLUB
NC
WiLLiAmG. LAPsLEY & ASSOCIATES P.A.
Consulting Engineers & Land Planners
Hendersonville North Carolina
LOCATION MAP

r 11291126 >
1125
i . J �,1�,--yam,
1 173 �' 7 cy 6
1124 �pr1 P
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'� Glenville 1124 1122 vCli_ ELEV. 4,500 S
` k x �A LITTLE I IOC_ �3AC:I< MTN.
THORPE u155 '
s'S.EIZVOIR ��_ 1 1 120 , 4 �O)cA,\^�,1
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C5 4. POP. 553
U r "tarn ' • �_* of-J?� y ��: � �, i. 'G
1105
64
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p5' .sr,h: ELEV. 4,930
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�IIQ(f�C4
CONSTRUCTION SEQUENCE
1. INSTALL SILT FENCE & MUD MATT AS SHOWN.
2 INSTALL TEMPORARY SEDIMENT BASINS 'A' k W.
3. GRADE LOWER END OF EFFLUENT POND /2 - INSTALL TEMPORARY
SEDIMENT BASIN CUTLET CONTROL A
4. GRADE BENCH AROUND TOP OF EFFLUENT PONDS
TO KEEP SURFACE WATER OUT OF PONDS.
5. COMPLETE GRADING OF EFFLUENT POND #L
S. GRADE WASTEWATER HOLDING POND h INSTALL TEMPORARY
SEDIMENT BASIN OUTLET CONTROL j3.
7. GRADE EFFLUENT POND /1 - INSTALL TEMPORARY SEDIMENT BASIN
OUTLET CONTROL 01.
B. GRADE ACCESS DRIVE - INSTALL STONE BASE
B. SEED, FERTILIZE k MULCH ALL SLOPES WITHIN 10 DAYS AFTER
FINISHED GRADE
10. INSTALL CATCH BASINS & STORM DRAINAGE PIPES AS SHOWN.
11. GRADE CONSTRUCTION STAGING AREA AS SHOWN. INSTALL SEDIMENT
BASIN k SILT FENCING
ON- rAMILi nUMCJ 0 U CA V JUU UrU = U0,UUu UALLUNJ
GOLF CLUBHOUSE residents) 320 MEMBERS O 60 GPD = 19,200 GPD
GOLF CLUBHOUSE non-residents) 80 MEMBERS O 20 GPD = 1,600 GPD
GOLF MAINTENANCE 50 EMPLOYEES O 25 GPD = 1,250 GPD
16,B00 GPD
RESERVE CAPACITY 3,200 GPD
120,000 GPD
GRAPHIC SCALE
w
1 Imh - 40 R
UWNLK/ULVLLUrtK
CASHIERS COMMUNITY RESORTS, LLC
PO BOX 1460
CASHIERS, NC 28717
PIN # 7562-25-8748
DB 1202 PG 336
TN'=m Q Lam & Assomaw PA.
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PROPOSED WASTEWATER �Mr LOCATION MAP �+
TREATMENT PLANT SITE N.T.S.
(SEE SHEET 2 0
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1 -Ica SEWER LIFT STATION #1
(1.. I "k T.nY dE � O
ir
SEWER LIFT STATION #1 �
\ c SEWER LIFT STATION #9
PROPOSED LAND APPLICATION
(SPRAY IRRIAGATION) OF C
EFFLUENT ON GOLF COURSE SEWER LIFT STATION #8 rl
415`lill y ^
sn� ` c�fr�9 SEWER LIFT STATION #2,
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ITS
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LAUREL KNOB ROAD E. cOi x
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SEWER LIFT STATION # , \
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SEWER LIFT STATION #1B
SEWER LIFT STATION # T
iSEWER LIFT STATION #7
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' !►�/ LEGEND �yw
SEWER LIFT STATION # =• / 1 SN'C, �'''% d, E
-_--------- ..._, GRAVITY COLLECTION LINE ?� i°_ O Z
SEX
------------- FORCE MAIN
1 / ---- IRRIGATION LINE "'P`` ►
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'• �� ® PUBLIC WATER SUPPLY WELL U
GRAPHIC SCALE Revisions date: 3/04
A C---U.2-.1 ,i>°aH.�o>�..mP1 job: 03136
1MAb� sheet
drawn: KHC
1 1mh . TWO n

William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
HENDERSONVILLE, NORTH CAROLINA 28793
[phone] 6 FAX [phone]
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JOB i . %`
SHEET NO.
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DATE
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D PRODUCT 207

C`7
Operating point must fall within curve. *A 3.75" Special Low Head Impeller
Conditi f Service:
GPM: zS-0
TDH:
. . . . . . . . . . .
33

i
a
2�
VAISTr
SPECIFICATIONS
Roots l RAI
Blowers
FRAME 22 thru 63
OPERATING PRINCIPLE
EEO
Two figure eight lobe impellers mounted on parallel shafts rotate in opposite directions.
As each impeller passes the blower inlet, it traps a definite volume of air and carries it around
the case to the blower outlet, where the air is discharged. With constant speed operation, the
displaced volume is essentially the same regardless of pressure, temperature or barometric
pressure.
Timing gears control the relative position of the impellers to each other and maintain
• small but definite clearances. This allows operation without lubrication being required inside
air casing.
OUTLINE DRAWING & DIMENSIONAL TABLE
INLET & DISCHARGE CONNECTIONS TOP DISCHARGE
C P AF
I I
TOP AXAX
SHAFT
II
O T T/ -- D' T �t O
R U001 +.D DZ \ I ITT
oa
2 - - -
�. g� BOTTOM A IZBOTTOM t• -ADISCHARGE
LEFT RGHT
SHAFT
DISCHARGE DSCHARGE
VERTICAL CONFIGURATION HORIZONTAL CONFIGURATION
DRIVE
FRAME
SIZE
A
B
C
SHAFT LOCATION
O 0, O,
eona roa Hoeiz
SHAFT SHAFT SHAFT
0
0'
P
8
U
KEYWAY
INLET
EtAF
DISCN.
OIA.
AX
APP80X.
NET WT.
(L85.)
22
5.13
5.00
9.75
3.75
6.25
3.75
9.63
6.88
6.25
5.00
.625
.188 x .094
1.0 NPT
9.25
1.25
32
24
5.13
7.00
11.75
3.75
6.25
3.75
9.63
6.88
6.25
5.00
.625
.188 x .094
2.0 NPT
9.25
1.25
43
33
7.25
7.63
12.13
5.00
8.50
5.00
12.81
8.88
7.75
6.75
.750
.188 x .094
2;0 NPT
12.13
1.75
74
36
7.25
10.00
14.63
5.00
8.50
5.00
12.81
8.88
7.75
6.75
.750
.166 x .094
2.5 NPT
12.13
1.75
102
42
8.00
7.25
13.00
6.25
10.25
6.25
15.06
10.63
8.75
8.25
.875
.188 x .094
1.5 NPT
13.63
2.00
88
45
8.00
10.00
15.50
6.25
10.25
6.25
15.06
10.63
8.75
8.25
.875
.188 x .094
2.5 NPT
13.63
2.00
109
47
8.00
11.75
17.63
6.25
10.25
6.25
15.06
10.50
8.50
8.25
.875
.188 x,.094
3.0 NPT
13.63
2.00
128
53
10.50
8.38
15.38
6.25
11.25
6.75
17.38
11.88
10.25
8.75
1.250
.250 x .125
2.5 NPT
17.25
2.50
143
56
10.50
11.00
18.00
6.25
11.25
6.75
17.38
12.25
11.00
8.75
1.250
.250 x .125
4.0 NPT
17.25
2.50
170
59
1 0.50
14.00
21.18
6.25
11.25
6.75
17.38
12.25
11.00
8.75
1.250
.250 x .125
4.0 NPT
17.25
2.50
204
68
11.00
13.00
21.38
8.75
14.75
8.75
21.63
15.13
12.75
11.75
1.375
.312 x .156
5.0 NPT
19.75
3.00
285
BASK SLOWER
DESCRIPTION
Universal RAI blowers are
heavy duty rotary blowers de-
signed with detachable rugged
cast iron mounting feet, which
permit easy in -field adaptability
to either vertical or horizontal in-
stallation requirements. The
Universal RAI blowers can even
be hung from overhead supports.
Because of the detachable
mounting feet, these units can be
easily adapted to any of four
drive shaft positions -right
hand, left hand, bottom or top.
The compact, sturdy design is
engineered for continuous ser-
vice when operated in accor-
dance with speed and pressure
ratings.
The basic model consists of
a cast iron casing, alloy steel
gears, steel shafts, cast iron in-
volute impellers, anti -friction
bearings, thrust control, splash
tube on gear end and grease lube
on drive end. After standard
tests, the unit is painted with pro-
tecive paint and boxed or placed
on skids.
Available accessories in-
cludedriver, relief valve, inlet and
discharge silencer, inlet filter,
check valve, extended base, V-
belt or flexible coupling and drive
guards.
1EVERY
�;�02I.#4f1NG i3«ItaT nlEl:tas la®®Ts

A n
PERFORMANCE TABLE
FRAME
SPEED
1 PSI
1 2 PSI
3 PSI
1 4 PSI
5 PSI
6 PSI
1 7 PSI
8 PSI
9 PSI
10
PSI
12 PSI
MAX. -VAC.
SIZE
RPM
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM
BHP
CFM BHP
"HG CFM BHP
1160
10
0.2
7
0.3
4
0.3
2
0.4
6
3
0.3
22
3550
49
0.6
45
0.8
1
43
1.1
40
1.3
39
1.6
37
1.8
35
1
2.1
12
31
1.8
4580
65
0.7
62
1.1
59
1.4
57
1.7
55
2.0
53
2.3
52
2.6
12
48
2.3
1160
24
0.3
19
0.4
15
0.6
11
0.8
7
10
0.7
24
3550
101
0.8
95
1.3
91
1.8
88
2.3
8
84
2.3
4580
134
1.1
128
1.7
124
2.3
121
3.0
8
117
2.9
1160
55
0.5
48
0.8
43
1.1
39
1.4
35
1.7
31
2.1
28
2.4
8
33
1.4
33
2620
145
1.1
138
1.8
133
2.5
128
3.2
125
4.0
121
4.7
118
5.4
12
110
4.6
3275
185
1.4
178
2.3
173
3.2
169
4.1
165
4.9
161
5.8
158
6.7
14
143
6.6
1160
95
0.7
85
1.2
78
1.7
72
2.2
8
• 65
2.2
36
2620
244
1.5
234
2.6
227
3.8
221
5.0
8
213
4.9
3275
311
1.8
301
3.3
294
4.7
288
6.2
i
8
280
6.1
860
38
0.4
32
0.6
28
0.9
24
1.1
21
1.3
18
1.5
15
1.8
8
19
1.1
42
1760
92
0.8
87
1.3
82
1.8
78
2.2
75
2.7
72
3.1
69
3.6
67
4.1
64
4.5
62
5.0
12
62
3.1
3050
170
1.4
165
2.2
160
3.0
156
3.8
153
4.6
150
5.4
147
6.3
145
7.1
142
7.9
140
8.7
136
10.3
14
134
6.1
860
79
0.6
68
1.1
60
1.5
53
2.0
48
2.4
42
2.9
8
46
1.9
45
1760
188
1.3
177
2.2
169
3.1
162
4.1
156
5.0
151
5.9
146
6.9
12
134
5.8
3050
344
2.2
333
3.8
325
5.4
318
7.1
313
8.7
307
10.3
302
11.9
14
278
11.6
860
109
0.8
97
1.4
89
2.0
81
2.6
7
78
2.2
47
1760
253
1.6
241
2.8
232
4.0
225
5.3
8
216
5.1
3050
458
2.7
447
4.9
438
7.0
430
9.1
8
422
8.9
700
72
0.6
63
1.0
56
1.4
51
1.8
46
2.2
42
2.6
8
44
1.8
53
1760
211
1.5
203
2.6
196
3.6
191
4.6
186
5.6
181
6.6
177
7.6
173
8.6
170
9.6
167
10.6
160
12.7
14
158
7.5
2440
301
2.1
292
3.5
286
4.9
280
6.3
275
7.8
271
9.2
267
10.6
263
12.0
260
13.4
256
14.8
250
17.6 1
14
247
10.3
700
123
0.9
110
1.6
100
2.2
92
2.9
85
3.6
78
4.3
72
4.9
10
70
3.5
56
1760
358
2.2
345
3.9
335
5.6
326
7.3
319
9.0
312
10.7
306
12.4
14
276
12.1
2440
508
3.1
495
5.4
485
7.8
476
10.2
469
12.5
462
14.9
456
17.2
14
427
16.8
700
187
1.2
170
2.2
158
3.2
147
4.2
6
151
3.1
59
1760
529
3.0
513
5.5
500
8.0
490
10.5
8
477
10.2
2440
749
4.2
732
7.6
720
11.1
709
14.5
8
697
14.2
1400
501
3.0
479
5.4
463
7.8
449
10.2
436
12.6
425
15.1
415
17.5
406
19.9
397
22.3
14
366
17.1
68
1760
643
3.8
621
6.8
605
9.8
591
12.9
579
15.9
567
18.9
557
22.0
548
25.0
539
28.0
14
508
1
21.5
2100
777
4.5
756
8.1
739
11.7
725
15.3
713
19.0
702
22.6
692
26.2
682
29.8
673
33.4
14
643
25.6
NOTES:
1. Pressure ratings based on inlet air at standard temperature of
68°F, ambient pressure of 14.7 PSIA and specific gravity of 1.0.
2. Vacuum ratings based on inlet air at standard temperature of
68°F, discharge pressure of 30" Hg and specific gravity of 1.0.
3. All specifications subject to change without notice.
DES6GNI &. CONSTRUCTION FEATURES
1. Detachable cast iron mounting feet
2. Rigid one-piece cast iron casing
3. Anti -friction bearings
4. Thrust control
ROOT is
S-5124
REVISED NOVEMBER 1984
5. Splash -lubricated spur timing gears
6. Connections in standard pipe sizes
7. Straight, precision machined two -lobe impellers
8. Ground steel shafts
DRESSER INDUSTRIES, INC.
ROOTS DIVISION
900 WEST MOUNT ST., CONNERSVILLE, INDIANA 47331
TELEPHONE: [phone]
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a3z�� ��'
} ? rt.♦ pry ,e.v ,.Nr/ Y'n °'d Wvy +'s ir+i4}ak`}'•� f F `
, POLLUT/ON CONTROL, .INC.
CII7Cl17f7atl 011lo

r�
6
5
e�
4
3
2
� 1
ot
Dead Loss vs Aar Flow Curve
0 1 2 3 4 5 6 7
Aar FI®w®cfm
PCI's HYDRO-CHEK Air Diffuser is the
result of an extensive research and
development program maintained by
Pollution Control, Inc. It combines
simplicity of design and operation
with quality construction to provide
efficient, economical, trouble -free
aeration throughout new and existing
waste treatment systems.
DOW NFL0IN DISCHARGE DESIGN
For Maximum Efficiency and
Diaphragm Life
HYDRO-CHEK's patented "downflow"
design puts its air flow orifices in the dif-
fuser body, not in the air check dia-
phragm, thus preserving the diaphragm's
structural integrity for significantly ex-
tended diaphragm life and eliminating the
problems caused by sediment that could
otherwise settle in diaphragm orifices.
This downflow design also maximizes the
shearing of the air bubbles as they
emerge from the orifices and turn upward
around the perimeter of the diffuser.
POSITIVE SEATING ACTION
Prevents Backflow
The HYDRO-CHEK Air Diffuser uses the
positive action of the flexible air check di-
8 9 10 11 12
•� r
aphragm to prevent backflow. As shown
in the diagram above, the diaphragm dis-
tends during aeration to allow air through
the diffuser body orifices. When the air
flow is stopped, the diaphragm instantly
contracts and is seated against the dif-
fuser body by the water pressure in the
tank. In this closed position, liquid back -
flow is prevented from entering and clog-
ging the diffuser or air manifold.
ADAPTABLE, VERSATILE
For Use Throughout Wastewater
Treatment Plants
The HYDRO-CHEK Air Diffuser operates
effectively at a wide range of air flows, so
a HYDRO-CHEK aeration system is ideal
for use in a variety of applications, includ-
ing aeration chambers, digesters, chan-
nels, and post -aeration structures.
TOP QUALITY MATERIALS
For Dependable, Maintenance -Free
Performance
The HYDRO-CHEK diffuser body is
molded in Celcon (models DP-38 and
DP-75). A strong, hard, non -corroding
plastic that resists fouling by algae or
other foreign matter, Celcon provides de-
pendable, cost-effective performance in
municipal waste treatment applications.
PCB HYDRO-CHEK
Air DRfuser
U.S. Patent No. 3525436
Air Check Diaphragm
OPEN CLOSED
/ Retainer Ring
Diffuser Body
For especially demanding applications,
the proven strength and durability of
304L stainless steel (models DS-38 and
DS-75) may be specified to resist corro-
sion from particular chemicals.
The air check diaphragm is molded in
EPDM-base rubber, a flexible, resilient
compound that resists both fatigue and
chemical attack.
The retainer ring assembly of two inter-
locking semicircles is molded in poly-
propylene plastic. It locks the diaphragm
securely in place during operation and
provides for quick, "no tools" diaphragm
replacement if necessary.
CHOICE OF SIZES
For a Wide Range of Applications
PC] HYDRO-CHEK Air Diffusers are avail-
able in two sizes. Models DP-38 and
DS-38 fit standard %" NPT fittings and
provide optimum bubble patterns and
tank turbulence at low air flows up to 3
CFM. Models DP-75 and DS-75 fit 3/a"
NPT fittings and are designed for use at
air flows up to 12 CFM.

i. New;oZ,1G�_ '
AVAILABLE MODELS
DP-33 Celc®n plastic body with W" NPT threads
DP-75 Celc®n plastic body with %89 NPT threads
DS-33 Stainless steel body with %11 NPT threads
DS-75 Stainless steel body with %8fl NPT threads
All models include EPDM-base rubber diaphragm and pO.lypropylene retainer ring assembly.
Typical large municipal,installation includes 12,000 PC[ HYDRO=CHEK Air Diffusers in aeration and post -aeration chambers.
— A —
Diameter
B
Orifice Circle
T
H
RECOMMENDEDM
MODEL
(NPT)
A
B
C
D
MUM
SIZE
QTY
CAPACITY
DP-38
DS-38
3/6"
2'/2" .,
1,'/2"
16/16
r/16"
'/6"
10
3 CFM
DP-75
3/11
4"
3"
2'/16"
3/4"
3/16"
16
12 CFM
DS-75

TYPICAL SPECIFICATIONS
Ce/con Plastic
There shall be provided Hydro-Chek Air Diffusers Model
DP- as manufactured by Pollution Control, Inc., Cincin-
nati, Ohio. Each diffuser shall consist of an orifice body, air check
diaphragm, and a set of locking retainer rings.
The body shall be molded in one piece from Celcon plastic and in-
clude equally spaced air release orifices. The stem of the body
shall have NPT pipe threads for connection to the air mani-
fold system. The -inch diameter diaphragm shall be molded
without holes from EPDM-base rubber and be designed to easily
fit over the body. The diaphragm shall open under air pressure to
release the air flow and close when air flow to the diffuser is
stopped to prevent backflow. A set of interlocking retainer rings
molded of polypropylene plastic shall be provided to lock the dia-
phragm to the body to form the complete Hydro-Chek assembly.
Each diffuser shall operate at a maximum air flow rate of
CFM.
COMPONE 1 PFNRTS
In Stock For Fast Delivery
POLLUTION CONTROL, INC.
10360 Wayne Avenue, P.O. Box 15398
Cincinnati, Ohio 45215
Phone [phone]
Stainless Steel
There shall be provided Hydro-Chek Air Diffusers Model
DS- as manufactured by Pollution Control, Inc., Cincin-
nati, Ohio. Each diffuser shall consist of an orifice body, air check
diaphragm, and a set of locking retainer rings.
The body shall be constructed of 304L stainless steel and include
equally spaced air release orifices. The stem of the body shall
have NPT pipe threads for connection to the air manifold
system. The -inch diameter diaphragm shall be molded
without holes from EPDM-base rubber and be designed to easily
fit over the body. The diaphragm shall open under air pressure to
release the air flow and close when air flow to the diffuser is
stopped to prevent backflow. A. set of interlocking retainer rings
molded of polypropylene plastic shall be provided to lock the dia-
phragm to the body to form the complete Hydro-Chek assembly.
Each diffuser shall operate at a maximum air flow rate of
CFM.
•
ody
5M IRI 1184
Bulletin 2001
© 1982 Pollution Control, Inc.
Litho in USA

/p � SECTION: 2.30.070
`QLML/TV PUMPS 91NCE /c/L7�„ FM1591
0400
roe qy�� uper
Product information C.,���
presented here reflects UL ��020
conditions at time of n= / � = '
publication. Consult factory �m a^�` w_ visit our web site:
regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
inconsistencies. SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 http://www.zoeller.com
[phone] • 1 (800) 928-PUMP • FAX [phone]
• Non -Clogging semi -open cast iron impeller.
• Class 30 cast iron construction.
Cast iron semi -open impeller.
• All units are double seal for extra motor protection.
Corrosion resistant powder coated epoxy finish.
• Stainless steel screws, washers, tag and seal assembly.
25 foot UL listed power cord. Extra cord lengths
available in 35-50-75 feet.
Single phase - 230V capacitor start, capacitor run.
Three Phase - 200-230-460-575 Volt.
Motor - 60 cycle, 1750 RPM, oil -filled, hermetically
sealed with heavy duty finned motor housing for added
heat dissipation.
• Continuous duty operation in wet and dry conditions.
• Maximum temperature for sewage or dewatering
104' F (40' C) with 1.2 service factor (1.0 service factor
on Model 661).
• 416 stainless steel motor shaft.
• Tandem shaft seals - stainless steel fitted, carbon/
ceramic seal faces.
Oversized upper & lower ball bearings running in an oil
bath.
• Buna-n square rings and seals used throughout.
All models pass 2%" spherical solids.
Specify 3".NPT vertical, 3" horizontal flanged or 4"
horizontal flanged discharge.
100% computerized tested.
• Major width 17 9/16". Height 29 %4".
• Rail systems available for all models.
= Control panels with overload protection available.
R � 1
Aw
Z ..
Manufacturers of.. .
fh QL/4L/TJ' PUiL3'PS gl VCE �L�cliJ
© copyright
600 SERIES
611 621 631 641 651 661
1.OBHP 1.5BHP . 2.OBHP 3.OBHP 5.OBHP 7.5BHP
(For Pump Prefix Identification see News & Views 0052)
S E
W
SUBMERSIBLE
SEWAGE OR DEWATERING NON -CLOG PUMP
Submersible Wastewater
Pump Association
ru My,
Y-W4"-Horizontal Discharge
3" Vertical Discharge
POWDER
COATED
TOUGH",
Nonautomatic (For variable level control systems).
a Double seal only.
3" Vertical, 3" Horizontal or 4" Horizontal flanged discharge.
s cRa�y 230W1 Phase or 200/230/4601575V/3 Phase.
000 Zoeiler�Co �;!--Allrights reserved.
f

1s
18 60
17 55
16
15 50
14 45
= 13
U
g 12 40
z
0 11 35
¢ 10
0
o g 30
8
25
7
g 20
5
15
4
3 10
5
2
1
HEAD CAPACITY CURVE _
MODELS 611/621/631/641/651/661 MODEL 611
Fi.
METERS
GAL. 1
5
1.5
260
10
3.0
209
MODEL 641
15
4.6
126
20
6.1
45
25
7.6
30
9.1
MODEL 651
35
10.7
40
12.2
-
45
13.7
MODEL 661
50
15.2
55
16.7
'I''' e
Iv ''-•�
60
18.2
LOCK
VALVE:
23'
MODEL 611
MODEL 621
MODEL 631
50 100 150 200 250 300 350 400
200 400 600 800 1000 1200 1400 1600
FLOW PER MINUTE
611 Models
Volts
Phase
Mode
Amps
*E611
230
1
Nonauto
8.0
F611
230
3
Nonauto
3.6
G611
460
3
Nonauto
1.8
J611
200-208
3
Nonauto
4.8
BA611
575
3
1Nonauto
1.4
_.3!1(7a•ri fit nlpnn _. fl r:'r,.
621 Models
Volts
Phase
Mode
Amps
*E621
230
1
Nonauto
10.0
F621
230
3
Nonauto
5.1
G621
460
3
Nonauto
2.6
J621
200-208
3
Nonauto
5.8
BA621
575
3
Nonauto
2.0
631 Models
Volts
Phase
Mode
Amps
*E631
230
1
Nonauto
12.0
F631
230
3
Nonauto
6.8
G631
460
3
Nonauto
3.4
J631
200-208
3
Nonauto
7.8
BA631
575
3
Nonauto
2.7
621 631 641 651 661
29' 1 34' I 43' 1 53' 1 66'
013859
.5.t nC"rCi 0�i n;r,.:i•'t.^.- .-.�... !:t"�'. -'•.t: 1�L
641 Models
Volts
Phase
Mode
Amps
*E641
230
1
Nonauto
17.0
F641
230
3
Nonauto
9.6
G641
460
3
Nonauto
4.8
J641
200-208
3
Nonauto
11.0
BA641
575
3
Nonauto
3.9
su'ni;d<G C;ii ,,.._e?5 • 216 ",. GilC': 5.0 E P
651 Models
Volts
Phase
Mode
Amps_
*E651
230
1
Nonauto
28.0
F651
230
3
Nonauto
15.2
G651
460
3
Nonauto
7.6
J651
200-208
3
Nonauto
17.5
BA651
575
3
Nonauto
6.1
Stan,inm ail e1s - ; f1 ccrd - -1.5'.1'G
661 Models
Volts
Phase
Mode
Amps
F661
230
3
Nonauto
22.0
G661
460
3
Nonauto
11.0
J661
200-208
3
Nonauto
25.3
BA661
575
3
Nonauto
9.0
*All single phase units require external starting capacity and relay circuits.
For information on additional Zoeller products refer to catalog on Variable Control ®CAUTION
Switches, FM0526; Piggyback Variable Level Float Switches, FMO477; Electrical
Alternator, FM0486; Mechanical Alternator, FM0495; Sump/Sewage Basins, FM0487; ❑,� 1�.'.ed
Alarm System, FM0732; Simplex Controls, FM1596; Rail Systems, FM0787; and Junc- -• '� uGa anal
bon Boxes FM1597.
For unusual conditions a reserve safety factor is engineered into the design of everyell Zoer pump
© Copyright 2000 Zoeller Co. All rights reserved.
2

�� ii is�a�rEi
L/.4L/TY PUMPS 91NCE /939 r
��ER COMP s I� �`�'� r .r• k`j `
Product information ^ '' ` V �\ �®
presented here reflects _
® conditions at time of
publication. Consult factory
regarding discrepancies or MAIL TO. P.O. BOX 16347 • Louisville, KY 40256-0347
inconsistencies. SHIP TO. 3649 Cane Run Road Louisville, KY 40211-1961
[phone] • 1 (800) 928-PUMP • FAX [phone]
COMPARIM THESJE FEATURE
• Float operated, submersible (NEMA 6) 2-pole
mechanical switch.
• Durable cast construction. ASTM Class 25 Cast
iron, switch case, and pump housing
• Cast iron base on 267, 268.
Engineered Plastic base on 266.
• Non -Clogging Vortex lmpellerDesign.Engineered
plastic impeller with metal inserts on models 266,
267 & 268 (1 Ph). Model 267 available with cast
iron impeller option. (Cast iron impeller standard
on 3 Ph models.)
• Not effected by materials normally found in
drainage and sewage sumps.
• Stainless steel screws, bolts, handle, guard, and
arm and seal assembly.
• UL Listed 3-wire neoprene cord and plug.
10 ft. cord standard for automatic.
15 ft. cord standard for Nonautomatic.
• Thermal overload protected on single phase pumps.
® Oil -filled motor - hermetically sealed.
Square Ring & Gasket - Neoprene.
266/267/268 Series - %2 HP 60 cycle,1725 RPM.
• Carbon and ceramic shaft seal.
• Oil lubricated bearings.
® Passes 2-inch sphere solids.
• 2" NPT Discharge.
• Model 268 contains combination 2" N.P.T.
Female and 3" N.P.T. Male discharge.
• On point -12". Off point - 4" (Automatic units).
• Corrosion resistant powder coated epoxy finish.
ALL MODELS ,ARE
COMPLETELY SUBMERS48
HERMET ICALLY SEALED
Watertight - dust tight.
Manufacturers of...
® � r 4L/TY PUMPS 311vCE 1.79
" z"Ma be used in those states where codes do not restrict solids size Y
in effluent systems.
See back page for UL & CSA listings.
OR DEWATERING PUMP
2". NPT DISCHARGE
SECTION: 2.30.020
FM0390
0301
Supersedes
1099
visit our web site:
http://www.zoeller.com
266 267 - 268 Series
(ForPumpPrefixidendriicationsee1Vews& Views0052)
UP SAY A '—!�h r.--- � :, AA �
'c a.
SUBMERSIBLE
SEWAGE/*EFFLU'ENT PUMP
a
u�
C
U
yvAVAILABLE
able level systems)
1 3" Model 268)
00-208V, or 230V
available packaged with a
vel Float Switch
V, 230V, or 460V
W- i ._
��MEMBIER.
AND SEWAGE
IMP MFRS. ASSN.
�I POWDER
COATED
TOUGH,
© Copyright 2001 Zoeller Co. All rights reserved.

w W
� w
25
0
Q
w
x
v 6 20
Q
z
r
15
Q
0 4-
10
2
5
HEAD CAPACITY CURVE
266/267/268 MODELS
20 40 60 80 100 120 14
GALLONS
LITERS 0 80 160 240 320 3610 4010
FLOW PER MINUTE
TOTAL DYNAMIC HEAD/CAPACITY
PER MINUTE
SEWAGE AND DEWATERING
MODELS
266/267/268
Feet
Meters
Gal.
Liters
5
1.5
128
484
10
3.1
89
337
15
4.6
50
189
20
6.1
10
38
Lock Valve:
21.5 FT. (6.6m)
HI
1
SK375
MODEL
A
B
C
D
E
F
G
H
266
4-3/4
8-5116
6-13132
4-3/4
6-15132
2"IPS
14-7132
6-11/32
267
4-3/4
8-5116
6-13132
4-3/4
6-15/32
2"IPS
14-1/4
6-3/8
268
4-314
8-13/32 1
6-13132
1 4-314 1
6-15132 1
Z-/3°IPS
1 14-1/4
1 8-11/16
013225
,; k ,
.-
266 MODELS Control Selection Listings
Model
Volts -Ph
I Mode
Amps
Simplex
Duplex
CSA
UL
M266
115 1
Auto
10.4
1 or 1& 8
-
Y
Y
BN266
115 1
Auto
10.4
2
-
Y
Y
N266
115 1
Nan
10.4
2or2&7
3or5&6
Y
Y
D266
230 1
Auto
5.5
1 or 1& 8
-
Y
Y
E266
230 1
Non
5.5
2 or 2& 7
3 or 5& 6
Y
Y
••BE266V14603
Auto
5.5
2
-
Y
Y
• H266
Auto
6.2
1 & 8
-
N
N
* 1266
Non
6.2
2& 7
3 or 5& 6
N
N
• J266
Non
2.6
4& 6
3& 4 or 5& 6
N
Y
* F266
Non
2.6
4&6
3&4or5&6
N
Y
' G266
Non
1.5
4&6
3&4or5&6
N
N
267 MODELS Control Selection
Listings
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
CSA
UL
M267
115 1
Auto
10.4
1 or 1& 8
--
Y
Y
BN267
115 1
Auto
10.4
2
Y
Y
N267
115 1
Non
10.4
2or2&7
3or5&6
Y
Y
D267
230 1
Auto
5.5
1 or 1& 8
-
Y
Y
E267
230 1
Non
5.5
2or2&7
3or5&6
Y
Y
BE267
230 1
Auto
5.5
2
-
Y
Y
* H267
200-208 1
Auto
6.2
1 & 8
-
N
N
' 1267
200-208 1
Non
6.2
2& 7
3 or 5& 6
N
N
• J267
200-208 3
Non
2.6
4& 6
3& 4 or 5& 6
N
Y
• F267
230 3
Non
2.6
4&6
3&4or5&6
N
Y
G267
460 3
Non
1.5
4&6
3&4or5&6
N
N
266 MODELS Control Selection List in s
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
CSA
UL
M268
115 1
Auto
10.4
1 or 1& 8
-
Y
Y
* BN268
115 1
Auto
10.4
2
-
Y
Y
N268
115 1
Non
10.4
2or2&7
3or5&6
Y
Y
D266
230 1
Auto
5.5
1 or 1& 8
-
Y
Y
E268
230 1
Non
5.5
2 or 2& 7
3 or 5& 6
Y
Y
• BE268
230 1
Auto
5.5
2
-
Y
Y
• H268
200-208 1
Auto
6.2
1 & 8
-
Y
N
• 1268
200-208 1
Non
6.2
2& 7
3 or 5& 6
Y
N
* J268
200-208 3
Non
2.6
4& 6
3& 4 or 5& 6
Y
Y
• F268
230 3
Non
2.6
4&6
3&4or5&6
Y
Y
* G26B-_
460 3
Nan
1.5
4&6
3&4or5&6
N
N
• Electrical alternators for duplex systems available with variable level
control switches.
• Minimum recommended basin size (Small load applications)
Simplex -18" x 30".
Duplex - 30" x 30".
• For Over 130' F. (54' C.) special quotation required.
Standard All Models -
266 - Weight 41 lbs. '% H.P.
267 - Weight 50 lbs. % H.P.
268 - Weight 51 lbs. '/z H.P.
• High water alarms available.
• Mechanical alternators available for duplex systems.
Caution: Maximum temperature of sewage or dewatering must be
limited to 130' F. (54' C.)
1. Integral float operated 2 pole mechanical switch, no external control
required.
2. Single piggyback variable level float switch or double piggyback
variable level float switch. Refer to FM0477.
3. Mechanical alternator M-Pak 10-0072 or 10-0075.
4. Simplex Control Panel. Refer to FM1596.
d I f EI t' I Alt t E P 1,
5. See FM0712, for correct mo e o ec nca erna or, a .
6. Variable level control switch 10-0225 used as a control activator,
specify simplex or duplex (3) or (4) float system.
For information on additional Zoeller products refer to catalog on Simplex Panels, FMI596; Piggyback
Variable Level Switches, FM0477; Electrical Alternator, FMO486; Mechanical Alternator, FM0495;
Sump/Sewage Basins, FM0487; Single Phase Alarm Systems, FMO732; Watertight Junctions Boxes,
FM1597; and Disconnect & Rail Systems, FM07B7.
A CAOTION
'No molded plug '*Single piggyback switch included
0
•w. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
Copyright 2001 Zoeller Co. All rights reserved.

Sanuril Wastewater Chlorinator Model 1000
Page 1 of 3
Sanuril Model 1000/Mini-San Wastewater Chlorinator
TEII - Wastewater Depot - Catalog Index - Sanuril Wastewater Chlorinator
The EES Model 1000 or 1001 Tablet Feeder is a complete, one-piece system for
highly reliable disinfection of treated effluent from any sewage plant having a
designed capacity of up to 50,000 gpd. Two tablet feeders in parallel will handle
plants with capacities as high as 100,000 gpd. The tablet feeder is used in
conjunction with SANURIL tablets, a disinfecting agent that provides a
chemically stable source of chlorine for wastewater disinfection.
Two models are available: Model 1000 with a six-inch pipe inlet, or Model 1001
with solid inlet end for easy field adaptation to the outlets of existing plants.
Either tablet feeder can be installed in existing treatment plants where
wastewater chlorination is being added or to replace troublesome, unreliable or
complicated chlorination systems. Either is equally suitable for factory assembly
into new package plants.
Superior Performance at a Lower Cost
® Fetter Performance - The entire plant flow passes through the chlorinator where thorough mixing of
wastewater with a controlled amount of chlorine takes place. This means more effective bactericidal action and
less bacteria regrowth.
® Low Initial Cost - In addition to low investment in the Mini -San Chlorinator, savings are compounded
because no pumps, mixing tanks or costly control devices are required as with most other chlorination systems
® Simple, Low -Cost Installation - One-piece chlorinator construction requires only inlet piping. No electrical
power, wiring, bypasses or other piping required.
® Lower Operating Costs - Chlorinator operates up to 60 days on a single charge. No time-consuming
premixing of chemicals or costly cylinder handling. Recharging SANURIL 115 tablets is quick and easy. No
costs for electrical power or auxiliary power.
® Maintenance -Free Operation - No tanks, pumps, cylinders, external control devices or other moving, parts to
break down. System is non -mechanical and rust and corrosion proof.
http://www.wastewaterdepot.com/sanuril—I 000.htrnl 7/21/2005

• Sanuril Wastewater Chlorinator Model 1000
Page 2 of 3
FE
INLET
BAFFLE
WAT E
INLE
.ATE
WATER
OUTLET
TABLETS
Operating Principle
The EES Tablet Feeder is a one-piece system which operates on the flow -through principle to provide constant,
controlled dosage of chlorine to the effluent of wastewater treatment plants.
The entire flow of treated wastewater passes into the tablet feeder through the inlet pipe. As the stream of water flows
past the feed tubes containing SANURIL tablets, active chlorine is released into the wastewater by the dissolving
action of the water stream contacting the tablets.
Each tablet feeder is furnished with a selection of weir plates, with weirs ranging in size from 1 to 3 inches in width
for insertion at the outlet end to control the internal water level, depending upon plant capacity and the residual
chlorine required. Each weir plate is calibrated, enabling the user to tell, instantaneously, the flow rate of the plant.
The weir in turn automatically controls the chlorine concentration regardless of surges of wastewater flow. As the
incoming flow rate increases, the water level in the tablet feeder rises, immersing a greater number of SANURIL
tablets. When the incoming flow decreases, the water level in the tablet feeder drops, exposing fewer tablets to the
water. Since the amount of SANURIL, tablets dissolved depends on the number of tablets immersed in the water, the
chlorine concentration remains constant regardless of the rate of water -flow through the tablet feeder.
The chlorinated wastewater then flows into the chlorine contact tank where it is held for the required time to permit
effective bacteria killing action.
Each tablet feeder is furnished with four feed tubes. The number of tubes to be filled with SANURIL tablets is
determined by the average daily flow rate and the required residual chlorine content or dosage.
Installation
The EES Tablet Feeder is designed for installation in any sewage plant having sufficient space to permit mounting.
The tablet feeder can be located on or preceding the chlorine contact tank as near as possible to the inlet so as to
channel entire plant flow through the tablet feeder before it enters the chlorine contact tank.
Specifications
The tablet feeder is made of tough, corrosion resistant rotomolded polyethelene and polyvinyl chloride. Compact and
easy to handle, the tablet feeder measures 26 inches long, 18 inches wide, and 16 inches deep. The feed tubes are 24
inches long with an outside diameter of 3 1/2 inches. Each tube hods 29 SANURIL tablets which measures 2 5/8
inches in diameter and are 13/16 " thick. The Model 1000 has a 6" diameter inlet pipe size, the Model 1001 has a solid
inlet end for easy field adaptation to the outlets of existing plants.
Other Applications
hi addition to wastewater chlorination, the EES Model 1000 or 1001 tablet feeder can also be used for dechlorination
and the chlorination of drinking water. For dechlorination, the Model 1000 or 1001 is used in conjunction with the
http://www.wastewaterdepot.com/sanuril_1000.htrnl 7/21/2005

Sanuril Wastewater Chlorinator Model 1000
Page 3 of 3
EES D-CHLOR tablets. These tablets are a sodium sulfite based formulation having compatible dimensions for use in
the EES Model 1000 or. 1001 tablet feeder.
For drinking water chlorination, the Model 1000 or 1001 is used in conjunction with the EES AQUAWARD
chlorinating tablets. The AQUAWARD tablets are a calcium hypochlorite based formulation also having dimensions
compatible for use in the EES Model 1000 or 1001 tablet feeder. This system is ideal for open channel flow operation
and/or remote installations where other methods of disinfection are not practical or economical.
Contact TEII
http://www.wastewaterdepot.com/sanuril-1 OOO.html 7/21/2005

sco 4230 Bubbler Flow Meters use
v an internal air compressor to force
a metered amount of air through a
bubble line submerged in the flow
channel. By measuring the pressure
needed to force air bubbles out of the
line, the level of the water is accurately
determined.
Versatile and Accurate
The 4230 provides accurate measurement
in a variety of conditions. It is not affected
by wind, steam, foam or turbulence. And,
because only the bubble tube contacts the
flow, corrosive chemicals are not a problem.
The 4230 also resists damage by lightning
and debris, making it ideal for storm water
applications.
Automatic Drift Compensation allows the
4230 to compensate for transducer drift.
This makes our bubbler flow meters the
most accurate level measurement tech-
nology. In standby applications, such as
storm water runoff monitoring, Automatic
Drift Compensation also allows the 4230
to maintain its level calibration indefinitely.
Dependable Operation
The 4230 is not affected by suspended
solids and rapidly changing head heights
that can cause problems for some bubbler
flow meters. Automatic bubble line purging
prevents clogging. And, Isco Super Bubble
Software senses rapidly rising heads and
increases the bubble rate to maintain
maximum accuracy.
A 423®1, ub brier paces an rise® 3700 Sampler to collect How
proportioned samples.
13

Isco 4230 Specifications
M RU
ER
MEN
es, ON.
Size (HxWxD)
(withoutpowersource)
17.0in. x11.5in. x1O.5in,
43.2 cm x 29.2 cm x 26.7 cm
I
Data Storage Memory
Capacity
80,000 bytes (approximately 40,000 readings) divided into
a maximum of 12 memory partitions; equal to 100 days
of level, rainfall, pH, DO, conductivity, and temperature
readings at 15 minute intervals, plus 3,000 sample events.
Optional expansion to 473,000 bytes (approximately
236,500 readings)
Teight (williDutpowersource)
19.1 lbs,
18.6 kq
Material
High -impact molded polystyrene structural foam
Enclosure (self -certified
NEMA4X IP65
Power
12 to 14V DC, 15 mA average at 12.5V DC (printer set
at 1 in./hr (2.5 cm/hr), I bubble per second, 15 minute
purge, and continuous level reading interval)
Setup and Data Retrieval
IBM PC or compatible computer with Isco Flowlink
Software Version 3.1
Typical Battery Life
934 Nickel -Cadmium Battery
(prititersel at I in.& (2 5 cm1hr), I bubble par second,
15 minute purge, and continuous level reading intery.1)
7 to 10 days
Communication
Direct connection, optional internal 2400 baud
telephone modem with voice messaging, or optional
internal short haul modem
946 Lead -Acid Battery
10 to 15 days
Data Retrieval (optional)
Isco 581 Rapid Transfer Device (RTD)
948 Lead -Acid Battery
2 to 3 months
Voice Messaging
(with optional internal
telephone modem)
Calls upto5telephone tiumbprst ilhpTugrammable
delay between calls, aclivaZed based on AND and OR
combinations of any two of level, Now rate, rairiall, pH.
DO, conductivity, and temperature
Program Memory
Non-volatile, programmable flash; can be updated via
interrogator port without opening the enclosure
Display
Backlit LCD, 2-line, 80-character (5.5 mm high x 3.2 min vke)
Level -to -Flow Rate
Conversions
Weirs
V-notch, rectangular with and without end contractions,
Cipolletti, Isco Flow Metering Inserts
Analog Outputs (optional)
Up to 3 isolated internal outputs, 0 to 20 mA or 4 to 20 mA,
scaleable based on level, flow rate, pH, DO, conductivity, or
temperature, into a maximum of 750 ohms each
Relay Outputs
2 form C relays with field selectable trip points based
on flow rate (Mlh oplionalnighkowAlarm Relails)
Flumes
Parshall, Palmer-Bowius, Leopold-Lagco,Trapezoidal,
H, HS, HL
Serial Output
Current status and readings, in response to command or
automatically at selectable time intervals, ASCII comma
separated values at 1200, 2400, 4800, or 9600 baud
Manning formula
Round, U-channel, rectangular, trapezoidal
Data Points
Four sets of 50 level -flow rate points
Equation
Two -term polynomial
Operating Temperature
0' to 1407 -18, to 60°C
Totalizers
LCD
9-digit, floating decimal point, resettable
Storage Tem2erature
-40' to 140°F -40' to 60'C
Mechanical
7-digit non-resettable (optiona)
Range
0.01 to 10 ft.
0.003 to 3.05 in
Rain Gauge Input
Contact closure, normally oFen
Level Measurement Accuracy
Linearity, Repeatability, and
Hysteresis at 72F (22°C)
Level* Error
0.01 to 1.0 ft. +-0.005 IL
0.01 to 5.0 ft. ±DMI 0 IfL
0.01 to 10 ft. ±0.035 ft.
Level* Error
0.003 to 0.31 m --+0.002 m
0.003tol.52m i0.1333im
0.0133 to 3.05 nn ±0.011 m
- Resolution
0.01 or 0.004 in. 10.25
or 0.1 mm
Parameter Inputs
pH, dissolved oxygen, conductivity, and temperature ftrilh
optional YSI 6DO Mulit-Parameter Water 12uafily Monear),
pH and temperature (with optional isco2lil Parameter
Module). or dissolved oxygen and temperature (DYM
optional Isco 270 Parameter Module)
Temperature Coefficient
Maximum error within compen-
sated temperature range (per
degree of temperature change)
±0.0003 x level
x temperature change
from 72'F
where level is
measured in feet
±0.0009 x level
X temperature change
from 22*C
where level is
measured in meters
Sampler Activation Conditions
-
Enabled, disabled, AND and OR combinations of any two of
level, flow rate, rainfall, pH, DO, conductivi, and temper ature
Sampler Pacing Output
.
12V pulse
Sampler Input
-Printer
Event mark, bottle number
Automatic Drift Correction
After a 5 minute vmrm-up period, zero level is
corrected to +0.002 it (4-0.0005 m) at inlervals
between 2 and 15 minutes
Recording Modes
- I
Up to 3 graphs of level, flow rate, pH, DO, conductivity and
temperature vs time. includes totalized flow. Rainfall and
sampler events (time and bottle number) are also recorded
Long -Term Level
Calibration Change
Typically 0.5% of reading peryear
Speed
-
Off, 0.5.1, 2, 4
inches per hair
Off. 1.25, 2.5, 5,10
cmper hour
Ambient Operating
Temperature Range
0' to 1401
-18, to 601C
Recording Span
User selectablawith multipleover-mriges
Compensated Temperature
Range
32' to 1407
0' to 60'C
Resolution
1/240 of recording span
Reports Printed
Flow meter program. 2 independent time irterval reports.
flow meter history, sampler history
* Actual vertical distance between the end of the bubble line and the liquid surface
Interval Report Contents
Site number, time interval, total flow: rrimimurri, maximum,
and average flow rate- level, pH. DO, conduclift and temp-
erature, and time of occurrence; interval flow. total rainfall;
number of samples, flow meter his and sznplEr Ifislory
Character Size
0.09 in. high x 0.07 irL wide (2A min x 13 mm). 12 pitch
Paper
4.5 in. wide x 65 ft (11.4 cm x 19.8 m) plain vk&te paper,
replaceable roll
Ribbon
19.7 ft. (6.0 m) black nylon, replaceable
14

orblot „
ti
Isco OrbitT'ViSuspended Solidsl Turbidity Analyzer �
The Isco Orbit TSS/Turbidity analyzer measures a wide range of solids
concentrations, allowing the use of a single sensor for a full range of
wastewater treatment plant applications, from sludge to final effluent.
i
Easy to unstafa and maonWn
The Isco Orbit transmitter line uses identical, but parameter -specific
electronics and a large number of interchangeable components. In
wastewater treatment applications, this means simplified installation and
operator training, quick and easy software upgrades, and straightforward
troubleshooting and service.
OUM 223 panel -mount
transmitter
Isco has configured outdoor mounting kits
to make specification and ordering simple
for common applications, in which the
sensor is typically mounted in an open
channel or basin with the transmitter close
by. Options are available on request such
as additional relay outputs and other
application -specific requirements. Contact
an Isco representative for details.
Standard features
A 2-line LCD displays current value of measured parameter
User selectable isolated 0-20 mA or 4-20 mA output, one system
alarm contact and two additional relays
:> Patented dual -aperture sensor eliminates measurement ambiguity
9 Measuring range from 0 to 300 g/L of suspended solids.
D Compact, shock -proof sensor with scratch -resistant sapphire
measuring windows for reliable, long-term service under
harsh conditions
Sensor installation in open channels, basins, or closed pipes
A Smooth, angled sensor surface provides self-cleaning effect in
flowing media
} 3-point calibration and 1-point adjustment
A Stores up to 7 user -specifiable calibration data records
AppUcations
➢
Primary Sludge
`✓
Activated Sludge
Sludge Return
D
Final Effluent
O,
OUS 41 suspended solids sensor

Isco Orbit TSS analyzer Specifications
TSS Transmitter - OUM 253 (posthyall mount) / OUM 223 (% DIN panel mount)
Dimensions, H x W, x D:
OOM 253 post/wall mount is 9.7 x 6.7 x 4.5 inches (247 x 170 x 115 mm)
OOM 223 panel mount is 3.8 x 3.8 x 5.7 inches (96 x 96 x 145 mm)
Enclosure rating:
OOM 253 post/wall mount is NEMA 4X (IP65)
OOM 223 panel mount is NEMA 3S (IP54 front panel, IP30 housing)
Accuracy:
0.01 ppm, 0.1 g/L, 0.1%, 0.001 FNU,
Isolated Output:
0-20 mA or 4-20 mA, 500 Ohms Load (Max.)
Alarms:
Up to 4 dry Contacts, SPDT, NO or NC
Control Functions:
P, PI, PD, PID for solenoid valves or variable frequency drives
Power Supply
115 /230 VAC, 50/60 Hz
Approvals:
CE, UL, CSA (pending)
Sensor OUS41
Measures:
Suspended Solids
Technology:
90' NIR Scattered Light
Measuring Range:
0.0 to 9999 ppm
0.0 to 300 g/L
0.0 to 100%
0.0 to 9999 FNU (NTU)
Factory Calibration:
Si02 (for TSS units); Formazine Standard (for FNU/NTU turbidity units)
Wavelength:
880nm
Temperature compensation:
Pt 100 (Automatic or Manual TC)
Max Pressure:
87 psi @ 77°F, 14.5 psi @ 122°F (6.0 bar @ 25°C, 1.0 bar @ 50°C)
Enclosure Rating:
NEMA 6 (IP68)
23' to 122°F (-5° to 50°C)
Operating Temperature:
Storage Temperature:
4° to 1407 (-20° to 60°C)
Cable, standard length available:
23 ft (7 m)
Ordering Information
Contact Isco for complete ordering details, including additional
options and accessories.
R"iIf
CUM 253 TSS Standard transmitter, Post/Wall mount
479-0002-13
CUM 223 TSS Standard transmitter, % DIN panel mount
479-000241
OUS 41 TSS Sensor, with 23ft (7m) cable
479 000214
Outdoor Mounting Kit - DO and TSS. Complete package to mount 253
68-0047-002
transmitter on horizontal or vertical post and immerse DO or TSS sensor
in a basin, tank, or open channel. Includes Post Mounting Kit, Weather
Protection Cover, Immersion Assembly, and Spray Cleaning Set.
Isco, Inc.
4700 Superior Street
Lincoln NE 68504 USA
Phone: [phone]
USA and Canada: [phone]
Fax: [phone]
E-Mail: [e-mail]
Internet: www.isco.com
Isco is continually improving its products and reserves the right to change specifications without notice.
L-4109 ® Rev 2/7/03

Isco 371OFR Corrosion- Res ia nit LOA
sco 371OFR Composite Samplers are built
Itough. They can easily handle municipal
and industrial applications outdoors, and
are specifically designed to withstand corrosive
environments that can quickly ruin ordinary
samplers.
Resh & ("®rfrosion an d F"/ea-) t er°9
Needs No En clasar e
Isco FR Samplers have an exterior shell custom
molded from resin transfer molded fiberglass
protected by a tough, UV resistant, glossy gel
coat. The interior is constructed of high impact
strength ABS plastic.
The refrigeration system is equally tough —the
condenser coil is coated with durable polyester,
the evaporator plate is powder coated with
epoxy, and polyester tubing or phenolic paint
protects the copper refrigeration lines.
Versatile
The 3710FR Composite Sampler is ideal for
general purpose and priority pollutant samp-
ling. Time or flow proportioned composite
samples are collected in a single polyethylene
or glass bottle. A weight -activated table
provides an adjustable, fail-safe shutoff to
prevent overfilling.
Isco 3710FR Samplers provide years ofdependable service
in harsh environments.
Isco 3710FR Re6igerated Composite Sampler:
Aec r°ato Sample Vole les
The exclusive Isco LD90 Liquid Presence
Detector and pump revolution counting system
deliver accurate sample volumes time after
time, with automatic compensation for
changes in head heights.
Unlike other liquid detectors, the LD90 does
not contact the sample, so it never requires
cleaning or maintenance and is not affected
by temperature or liquid composition.
ER DT',ronmentaffly Sealed
caffdrraffle °
All controller components are protected in
a tough, environmentally sealed enclosure
that meets NEMA 4X, G requirements for sub-
mersible, watertight, dust -tight, and corrosion
resistantoperation..To give you added flexibility,
the controller is interchangeable on portable
and stationary samplers.
Seesepamte data slieetsfor3700Se.quential Composite Samplers.

x
pedficadeas
Contact the factory or your Isco representative for additional specifications.
� -y-�'J`s� � ,q ter*-.,,,,�-,�.���:,�.'-e g^-•--T ^—x-.*,„p� s,��^*.�,,�,-v�-t^�"},-,._
�j.F �'' [ I �s cp%� .�R tom' -r .' a�1.,'t yr� !a I � F p.-: �i �I� fi''9u�i. Rt' Tl.?^�a«�� :Aj1i
• --e.— " ..sc.�..Z...'..e..._._....� ^"
Height 47 in. i 119 cm
Width 26 in. 66 cm
Depth 26 in. 6G cm
""r'.m';�'^asa ,-,x-.���.»cv u r,a.7-^^^.",
3�E,4, x I tM� I��Y ��'4.-Y i�' •hi0' y�� p y�Y�.yn �; ��>t t�.1� y� jn ���:
�5,..:...:t,:.-c.... �.. ... HI;+', J ��.t.Y2lR$�tt� >: ;.h-T, _i i ., K _'�.
Sample Frequency Selection 1 mint, to 99 hours 59 minutes, in 1 minute increments
Non -uniform times in minutes or clock times
1 to 9,999 Flow pulses
Weight (dry)
160lbs.
73 kg
Programmable
Sample Volumes
10 to 9,990 ml in 1 ml increments
Exterior Materials
Resin transfer molded fiberglass with UV resistant
fiberglass gel coat
Liquid Presence Detector
Non contacting patented LD90
Frame Construction
Stainless steel
Sample Retries
If no sample is detected, up to 3 attempts; user selectable
Corrosion Protection
Condenser
_
Powder coated witlr polyurediane resin
Rinse Cycles
Automatic rinsing of suction line up to 3 rinses for
each sample collection
Compressor
Enamel paint
Sample Distribution
up to 999 maximum programmed samples, or with
fail-safe weight table shutoff
Evaporator
Powder coated with food grade epoxy
Refrigeration tubing
Polyester tubing or phenolic resin
Program Storage
3 sampling programs
Insulation
Environmentally safe, non CFC foam
Programming Modes
Time, non -uniform time, flow, and STORM
Top
3 in.
7.6 an
Controller Diagnostics
I Tests for RAM, ROM, pump display, and distributor
Sides
1.5 in.
3.8 cm
Thermal Resistance Factor
R-16
Typical Recovery Time 5 minutes
Recovery time.%s defined as the dme for the intearil at temperature tc retuni to 39''F (4 "C) v,^;+" the
refrriyeratorrunning andsetat3.4°F(4`C)anythe dctarhas namoporrdfor ownunuta,.The a: has
•hRen.openedot /Post 4 minutes after the comprouar has turned on.
Weight
11 lbs. 5.9 kg
Dimensions
10 x 12.5 x 10 in. 1 26 x 32 x 25 cm
Operational Temperature
32'to120°F 0'to49°C
_ �
External Temperature
�
75°F
24°C
Enclosure Rating
NEMA 4X, 6 Ij IP67
Sample Temperature
Set -point Range
32° to 46°F
0° to 8°C
Program Memory
Non-volatile ROM
Flow Meter
Signal Requirements
5 to 15 volt DC pulse or 25 millisecond isolated
contact closure
Sample Temperature
Set -point Accuracy(at25`c)
Refrigerant Type
±1.8°F ±1°C
R-134a,1,1,1, 2-tetrafluoroethane CH2FCF3
Intake Suction Tubing
Length 3 to ft.
l 1 to 30 m
Compressor
115 horsepower
Power Requirements
120V 60 Hz
240V 50/60 Hz
Material
Vinyl oor Teflon
Current Draw
Running
3.5 amp @ 120V
1.75 amp @ 240V
_ _
Inside Dimension
vR in. or 14 in.
pump Tubing Life
Recommended 500,000 pump counts
Starting
17 amp @ 120V
8.5 amp @ 240V
Maximum Suction Lift
26 ft. 7.9 m
Stalled Compressor
21 amp @ 120V
10.5 amp @ 240V
Typical Repeatability
+10 ml
Compressor Protection
Safety cutout at
221 °F
105°C
Typical Line Transport Velocity
at head heights of:
3 ft. (0.9 m)
10 ft. (3.1 m)
2.9 ft./s
2.5 ft./s
0.88 m/s
0.76 m/s
Heaters
3, automatically controlled
Heater Capacity
60 watts(evaporator heaters); 30 watts(compressor heater)
15 ft. (4.6 ni) 11.9
US
0.58 m/s
Orde ring.Infor adore
Suction line and strainer not included; order separately. Contact the factory or your
Isco representative for complete ordering information.
177,
7 ?' I;„ �'A"�,�x
3710FR Refrigerated Composite Sampler
hovac, 609, ` 2;10VAC, sWOHz
with 1 round 2.5 gallon polyethylenee bottle
68-3730-006
68-3720-007
with 1 round 2.5 gallon glass bottle
68-3730-008
68-3720-009 1
with 1 round 4 gallon polyethylene bottle
68-3730-010
68-3720-011
with 1 round 5.5 gallon polyethylene bottle
68-3730-012
68-3720-013
3710FR refrigeration unit only
68-3730-003
68-3720-004
is Aux 1r1C.
4700 Superior St.
Lincoln, NE 68501 USA
Phone: [phone]
USA 9, Canada: [phone]
Fax: [phone]
E-mail: [e-mail]
Isco is continually improving its products and reserves the right to change specifications without notice.
©1996Isco, Inc. a Printed in U.S.A. All rights reserved o '1528DSSA
ISco inSti'€_lInents 'AG
Heckenweg 3
CH - 8704 Herrliberg
Switzerland.
Phone: [phone]
Fax: [phone]

l
a,
S
4P X
n Irr%u. -If]

Section NON -CLOG Page 410
Dated DECEMBER 2002
Supersedes APRIL 2000
Technical
Data
MODEL: 54P ® Standard Non -Clog Sewage Pumps
Physical Data:
DISCHARGE SIZE
4"
SOLIDS SIZE
3"
IMPELLER TYPE
BALANCED, ENCLOSED, 2 VANE
CABLE LENGTH
30' STANDARD
50' OPTIONAL
PAINT
PAINTED AFTER ASSEMBLY. DARK GREEN, WATER
REDUCIBLE ENAMEL, ONE COAT, AIR DRIED.
Temperature:
MAXIMUM LIQUID
140OF
MAXIMUM STATOR
311 OF
OIL FLASH POINT
390OF
HEAT SENSOR Open:
Closed:
2570F MAX./239°F MIN.
1940F MAX./119°F MIN.
Technical Data:
POWER CORD TYPE
STW-A WATER RESISTANT 600V, 60°C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C, 10 AMPS
MOTOR HOUSING
CAST IRON ASTM A-48 CLASS 30
LL z
0 D
O
CASING
CAST IRON ASTM A-48 CLASS 30
J U
IMPELLER
DUCTILE IRON ASTM' A-536
CASING WEAR RING
BRONZE ASTM B-584-836ALLOY 115
w U)
MOTOR SHAFT
416 STAINLESS STEEL
�z
2 Ov
HARDWARE
300 SERIES STAINLESS STEEL
"O" RINGS
BUNA N
MECHANICAL SEALS
Standard:
UPPER AND LOWER CARBON/CERAMIC/BUNA-N, TYPE 21
Optional:
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE/BUNA-N, TYPE 21
UPPER BEARING
(RADIAL) SINGLE ROW -BALL
LOWER BEARING
(THRUST) SINGLE ROW —BALL
0
•
IL99'0 HYDROMATIC0

MOUNTAINTOP WWTP
SPRAY IRRIGATION SYSTEM
Sprinkler Type Irrigation Dosage Sprinkler
Zone Golf Hole 1 2 3 4 Heads/Total Flow Surface Area Per Application Run Time
1
1
25/407.5
10/243.0
--- 8/229.6
43/970.1 gpm
134,453sf / 3.09 ac.
12,582 gallons
12.97 min.
2
1
40/796.0
81194.4
--- ----
48/990.4 gpm
197,167sf. / 4.35 ac.
17,713 gallons
17.88 min.
3
2
33/656.7
18/437.4
--- 10/287.0
61/1381.1 gpm
188,213 sf / 4.32 ac.
17,591 gallons
12.74 min.
4
2
41/815.9
15/364.5
--- ---
56/1180.4 gpm
185,777 sf / 4.26 ac.
17,347 gallons
14.70 min.
5
3
21/417.9
5/121.5
--- 10/287.0
36/826.4 gpm
146,877 sf / 3.37 ac.
13,723 gallons
16.60 min.
6
4
291577.1
12/291.6
--- 10/287.0
51/1155.7 gpm
171,979 sf / 3.95 ac.
16,084 gallons
13.92 min.
7
4
36/716.4
13/315.9
--- ---
49/1032.3 gpm
175,163 sf / 4.02 ac.
16,369 gallons
15.86 min.
8
5
13/258.7
8/194.4
--- 10/287.0
31/740.1 gpm
100,570 sf / 2.31.ac.
9,406 gallons
12.71 min.
9
5
211417.9
14/340.2
--- ---
35/758.1 gpm
120,545 sf / 2.77 ac.
11,279 gallons
14.88 min.
10
6
12/238.8
141340.2
--- 10/287.0
36/866.0 gpm
96,581 sf / 2.22 ac.
9,040 gallons
10.44 min.
11
6
8/159.2
27/656.1
--- ---
35/815.3 gpm
93,990 sf / 2.16 ac.
8,795 gallons
10.79 min.
12
7
22/437.8
16/388.8
--- 12/344.4
50/1171.0 gpm
169,210 sf / 3.88 ac.
15,799 gallons
13.49 min.
13
8
26/517.9
----
--- 10/287.0
36/804.4 gpm
147,463 sf / 3.38 ac.
13,763 gallons
17.11 min.
14
9
16/318.4
17/338.3
--- 10/287.0
43/943.7 gpm
122,322 sf / 2.81 ac.
11,442 gallons .
12.12 min.
15
9
40/796.0
10/243.0
--- ----
50/1039.0 gpm
181,435 sf / 4.16 ac.
16,939 gallons
16.30 min.
16
9/10
1/19.9
16/388.8
--- 10/287.0
27/695.7 gpm
76,851 sf / 1.76 ac.
7,167 gallons
10.30 min.
17
10
28/557.2
17/413.1
--- ----
45/970.3 gpm
171,390 sf / 3.93 ac.
16,003 gallons
16.49 min.
18
10
32/636.8
16/388.8
--- ----
48/1025.6 gpm
142,128 sf / 3.26 ac.
13,275 gallons
12.94 min.
19
11
22/437.8
20/486.0
--- 11/315.7
53/1239.5 gpm
158,497 sf / 3.64 ac.
14,822 gallons
11.96 min.
20
12
30/597.0
16/388.8
--- 10/287.0
56/1272.8 gpm
175,496 sf / 3.96 ac.
16,125 gallons
12.67 min.
21
1.2
42/835.8
15/364.5
--- ---
57/1200.3 gpm
232,035 sf / 5.33 ac.
21,704 gallons
18.08 min.
22
13
28/557.2
23/558.9
--- ---
51/1116.1 gpm
239,314 sf / 5.49 ac.
22,355 gallons
20.02 min.
23
13/14
12/238.8
14/340.2
--- 10/287.0
36/866.0 gpm
130,356 sf / 2.99 ac.
12,175 gallons
14.06 min.
24
15
24/477.6
1.1/267.3
--- 10/287.0
45/1031.9 gpm
166,038 sf / 3.81 ac.
15,514 gallons
15.03 min.
25
15
29/577.1
17/413.1
--- ---
46/990.2 gpm
198,839 sf / 4.56 ac.
18,568 gallons
18.75 min.
26
16
31/616.9
15/364.5
--- 10/287.0
56/1268.4 gpm
176,403 sf / 4.05 ac.
16,492 gallons
13.00 min.
27
16
32/636.8
25/607.5
--- ---
57/1244.3 gpm
151,246 sf / 3.47 ac.
14,130 gallons
11.36 min.
28
17
8/159.2
14/340.2
--- 9/258.3
311757.7 gpm
99,464 sf / 2.28 ac.
9,284 gallons
12.25 min.
29
18
32/636.8
12/291.6
--- 10/287.0
54/1215.4. gpm
184,635 sf / 4.24 ac.
17,265 gallons
14.20 min.
30
18
52/1034.8
---
--- ---
52/1034.8 gpm
232,719 sf / 5.34 ac.
14,205 gallons
13.72 min.
31
PR
---
38/923.4
21/489.3 ---
59/1412.7 gpm
206,568 sf / 4.74 ac.
19,301 gallons
13.66 min.
32
PR
---
38/923.4
20/466.0 ---
58/1389.4 gpm
209,302 sf / 4.80 ac.
19,546 gallons
14.07 min.
Total
118.88 ac.
Head
Type
Toro Model
Flow
Application rate - 0.15
inches/day
0
1
834S-46-326
19.9 GPM
Maximum loading = 4,072 gallons/acre
0
2
865S-46-636
24.3 GPM
Sprinkler Run Time (Zone 1) 12,582 gal/970.1 gpm = 12.97
min
0
3
834S-46-336
23.3 GPM
Maximum
applications = 2 X
per week to stay below
0.35 in/week
0
4 .
865S-46-646
28.7 GPM
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Page 1 of 1
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Spedfications and design subject to change without notice.
Toro Worldwide The Toro Company Corporate Site
Copyright 0 2004 The Toro Company - All rights resenr ed. Privacy Notice I Tenns of Use
2 /21 /M

' Rhiui Bird - Landscape Irrigation: Products: RSD Series Rain Sensor
Dial into the Convenience and Value
The Rain Bird RSD Series Rain Sensor is an easy to install,
durable and visually pleasing rain sensor device suitable for 24VAC
residential and commercial applications. This high quality product
saves water and extends irrigation system life by automatically
measuring precipitation and keeping irrigation systems from
watering in rainy conditions.
click to_enlame
Page 1 of 2
%OWi KKIST
The RSD Series Rain Sensor offers the flexibility of multiple rainfall
t t
settings with just the twist of a dial, an adjustable vent ring to
control drying time and a 25' length (7,6 m) of UV resistant > e.'
_m Tech ---
extension wire for installation convenience. _ (PDF: 171_E<B)
All this, a 5-year "No Hassle" warranty and a great price add up to Right ChoiceBrochure
the matchless convenience and unsurpassed value you expect (PDF:_931 KB).
from Rain Bird, the industry choice in irrigation controller products.
Installation_Manual
(PDF_402 Kam.
Features and Benefits:
'QQg Replacement Parts List
■ Rainfall detection using hydroscopic disks
�
(PDF_-1_1 KB}
® Multiple rainfall settings from 1/8" to 3/4" (5-20 mm) are
quick and easy with just twist of a dial
RSD-BEx Drawing
■ Adjustable vent ring helps control drying time
(DWG: 59_ 0)
■ High-grade, UV -resistant polymer body resists the elements
■ Available in rugged aluminum bracket version (RSD-BEx
19
RSD-CEx Pedestal
comes with 5" aluminum bracket) or conduit version (RSD-
- .�
CQkNG;-82 KBE
CEx) for a clean and professional look
■ 25 feet (7,6 m) of UV resistant extension wire offers an easy
RSD-CEx Pole Mount
connection to irrigation controllers
�DWG_61 KB).
■ Works with all popular 24VAC controllers
RS_D CEx_Roof Conduit
■ UL and cUL Listed; CIE and C-Tick approved
RAI
— —
(©WG60 KB)
■ 5-year "No Hassle" warranty
■ Toll -free Technical Service (800) RAINBIRD (U.S. and
Canada only)
Models:
■ RSD-BEx (rain sensor w/bracket, extension wire)
■ RSD-CEx (rain sensor w/threaded adapter, extension wire)
Specifications:
Application: suitable for low voltage 24VAC control circuits
and 24 VAC pump start relay circuits (not recommended for
use with high voltage pump start, pump start relay circuits or
devices)
http://www.rainbird.com/landscape/products/controllers/rsd.htm 7/21 /2005

'Rain Bird - Landscape Irrigation: Products: RSD Series Rain Sensor Page 2 of 2
® Switch electrical rating: 3A @ 125/250 VAC
■ Capacity: Electrical rating suitable for use with up to ten
24VAC, 7VA solenoid valves per station, plus one master
valve
■ Wire: 25' (7,6 m) length of #20, 2 conductor extension wire.
® Short lead for normally open (N.O.) installations.
Dimensions:
RSD-BEx
Overall Length: 6.5" (16,5 cm)
Overall Height: 5.4" (15,7 cm)
Bracket hole pattern: 1.25" (3,2 cm)
RSD-CEx
Overall Length: 3" (7,6 cm)
Overall Height: 2.75" (7 cm)
Copyright 01996-2005, Rain Bird Corporation.
http://www.rainbird.com/landscape/products/controllers/rsd.htm 7/21/2005

! , S
RAIN�BIRD@ TECH SPECS
RSD Series Rain Sensor
"Dial into the Convenience and Value"
The Rain Bird RSD Series Rain Sensor is an easy
to install, durable and visually pleasing rain
sensor device suitable for 24 VAC residential
and commercial applications. This high -quality
product saves water and extends irrigation
system life by automatically measuring
precipitation and keeping irrigation systems
from watering in rainy conditions.
The RSD Series Rain Sensor offers the flexibility
of multiple rainfall settings with just the twist of
a dial, an adjustable vent ring to control drying
time and a 25' length (7,6 m) of UV resistant
extension wire for installation convenience.
All this, a 5-year "No Hassle' warranty and a
great price add up to the matchless
convenience and unsurpassed value you expect
from Rain Bird, the industry choice in irrigation
controller products.
Features
• Rainfall detection using hydroscopic disks
• Multiple Rainfall Settings from %"— Y4"
(5 - 20 mm) are quick and easy with just the
twist of a dial
• Adjustable vent ring helps control drying
time
• High - grade, UV resistant polymer body
resists the elements
• Available in rugged bracket version (RSD-BEx
model comes with 5" aluminum bracket) or
conduit version (RSD-CEx) for a clean and
professional look
• 25' (7,6 m) of UV resistant extension wire
offers an easy connection to irrigation
controllers
• Works with all popular 24 VAC controllers
• UL, cUL listed, CE, C-Tick approved
• 5 - year "No Hassle" warranty
• Toll - free Technical Service [phone]
(U.S. and Canada only)
Electrical Specifications
• Application: Suitable for lowvoltage 24 VAC
control circuits and 24 VAC pump start relay
circuits*
• Switch electrical rating: 3A @ 125/250 VAC
(
i
y � bkY
k k
46*00
a
*Otto
j;�
YkA
A`" k
• Capacity: Electrical rating suitable for use
with up to ten 24 VAC, 7 VA solenoid
'valves per station, plus one master valve
• Wire: 25' (7,6 m) length of #20, 2
conductor extension wire. Short lead for
normally open (N.O. ) installations
Not recommended for use with high
voltage pump start, pump start relay
circuits or devices.
Dimensions
RSD-BEx
• Overall Length: 6.5" (16.5 cm)
• Overall Height: 5.4" (13.7 cm)
• Bracket Hole Pattern: 1.25 " (3.2 cm)
RSD-CEx
• Overall Length: 3" (7.6 cm)
• Overall Height: 2.75" (7 cm)
Models
.0" i
• RSD-BEx (rain sensor w/ bracket,
extension wire)
• RSD-CEx (rain sensor w/ threaded
adapter, extension wire)
RSD -BEx
Rain Sensing Device 25' (7,6 m) length
extension wire
BE: Metal Bracket
CE. Conduit Version

A)W1*, kBlwo.
Specifications
The rain sensor shall employ an electro-
mechanical actuating device designed to
cause a circuit interrupt that temporarily
disables the irrigation controller during
periods of significant rainfall. The device
shall automatically restore the controller to
a normal. operating condition after a period
of time subsequent to the rainfall The
device shall be suitable to be wired —
normally closed (N.C.) — in series with the
valve common; and, shall include a short -
lead to allow wiring Normally open (N.O.)
when necessary.
The device shall be of rugged construction
to withstand the elements, including
exposure to sunlight (U.V. )
The device shall include a U.L. listed, 3A @
125/250 VAC rated electrical switch. The
device shall be of sufficient capacity to be
used with a maximum of three 24 VAC,
7 VA solenoid valves per station, plus one
mastervalve.
The device shall incorporate hydroscopic
disk technology to measure precipitation.
The rain sensor shall incorporate a
provision that allows the installer to select
from several rainfall settings. The setting
increments shall be displayed in both
English and metric units. The device shall
include a vent ring to help control drying
time of the mechanical components.
The Rain Bird RSD Series Rain Sensor shall
be manufactured by Rain Bird Corporation,
Glendora, California.
Rain Bird Corporation
Contractor Division
970 West Sierra Madre Avenue, Azusa, CA 91702
Phone: [phone] Fax; [phone]
Rain Bird Corporation
Commercial Division
6991 East Southpoint Road, Tucson, AZ 85706
Phone: [phone] Fax: ,[phone]
Rain Bird international, Inc.
145 North Grand Avenue, Glendora, CA 91741
Phone: [phone] Fax: [phone]
Rain Bird Technical Services
[phone] (U.S. only)
www.rainbird.com
The Intelligent Use of Water" -Usd wwwralnbintoom
to learn about our efforts.
® Registered Trademark of Rain Bird Corporation
02001 Rain Bird Corporation 41L5
D39402D

uy
KOHLER 20.
o RESPONBET� i�OZ
FA.B l� �
AC -liquid-cooled diesel :
continuous standby. generator
• Proven Fast -Response° Performance —
Kohler Fast -Response 110 power systems
represent a highly refined second genera-
tion of what is currently recognized as -
the world's most advanced power sys-
tem. The superior performance character-
istics .inherent in the Kohler Fast -Re-
sponses concept remain intact.
• Instant Response to Load Change —
Kohler Fast -Response II systems respond
to load transients in less than five
hundredths of a second.
set
• Sustained Short Circuit Capability —
Unlike conventional systems that col-
lapse during overload, Kohler Fast -
Response II sustains output long enough
to permit selective breaker tripping.
• Superior Motor Starting Performance —
Kohler Fast -Response II power systems
are highly regarded for their outstanding
performance, in both motor starting and
difficult SCR applications.

GENERATOR PERFORMANCE
kW/kVA Hertz
Continuous Standby
Generator
Model
Voltage Amperes
Phase
Leads
22/27.5 60
4P4
1201240 66
3
12
22/27.5 60
4P4
139/240 66
3
12
22/22 60
4P4
120/240 92
1
12
22/27.5 60
4P4
277/480 33
3
12
22/27.5 60
4P4
120/208 76
3
12
22/27.6 60
4P4
347/600 26
3
6
_ 19/24 50
4P4
1 f 0/220 62
3
12
19/19 50
4P4 _
110/220 86
1
12
19/24 50
4P4
220/380 36
3
12
19/24 50
4P4
120/208 66
3
12
RATINGS: All models are continuous standby rated. Unit will operate at this rating for the duration of any power outage..All
single phase units are rated at
1.0 power factor, 3 phase units at 0.8 power factor.
Ratings apply to radiator, city water cooling, and remote radiator cooling systems.
Availability is subject to change without notice. Kohler Co. reserves the right
to change the design or specifications without notice and without any`obligation
or
liability whatsoever. Availability can be determined
by contacting your local
Kohler Co. Distributor.
If specification calls for:
• higher short circuit capability,
• 0.8 power factor for 1 q5,
• lower voltage dip,
• temperature rise for NEMA standard other than Class F insulation,
Larger generators may be used to meet requirements.
DERATION FACTORS
Maximum intake air temp.
Maximum altitude before
before gen. set derating
gen. set derating ft. (m)
500 (152)
°F (°C)
85 (29.5)
altitude deration factor —
temp. deration factor —
% per 1000 ft. (305m)
3.5
% per 10°F (5.5°C)
1
APPLICATION
DATA
ENGINE
SPECIFICATIONS
60 Hertz 50 Hertz
COOLING SYSTEM
60 Hertz 50 Hertz
Manufacturer
Perkins
Engine jacket water
Model
TK4-154 — 200 Series
capacity gal. (L)
1.54 (6.5)
Type
4 cycle
Engine jacket water flow
Cylinder arrangement
gpm (Lpm) .
35 (150) 29 (124)
(number, inline, V, etc.)
4-inline
Heat rejected to cooling
Displacement cu. in. (cc)
154 (2522)
water (without fan)
Bore and stroke in. (mm)
3.5 (89) x 4 (102)
at rated kW —
Compression ratio
21.5:1
dry exh. Btu/min.
1560 1300
Piston speed
at rated kW —
ft./min. (m/sec.)
1200 (6.1) 1000 (5)
wet exh. Btu/min.
1770 1470
Bearings: mains, number
5
Water pump type
Centrifugal
connecting rods, number
4
Radiator system capacity
Rated rpm
1800 1500
(incl. engine) gal. (L)
2.3 (8.7)
Max. horsepower at rated
Total inlet air requirement
rpm hp (kW)
40 (30) 33 (25)
cfm (m /min.)
2333 (66) 1948 (55)
Fan power hp (kW)
.6•(.45)
Fan blades
6
Cylinder head type
dia. in. (mm)
16 (406)
and material
Cross flow cast iron
pitch in. (mm)
2.12 (54)
Piston type and material
Aluminum Alloy
Crankshaft material
Cast Iron
Valves, material
Hardened Steel
Governor, type
Mechanical
frequanty regulation
no load to full load, %
5
_
steady state %
±.33
i
is

c 1 A
El
El
DECISION MAKER II CONTROLLER
SPECIFICATIONS
Manufacturer
Type
Starting method
Weight lbs. (kg)
Size— HxWxDin.(mm)
Power source
INSTRUMENTS
• AC voltmeter
• AC ammeter
• AC frequency meter
• DC voltmeter
• Engine H2O temp.
• Engine oil pressure
• Running time meter
Kohler
microcomputer
remote/local
25 (11.34)
10 (25) x 17.75 (451)
x 11.5 (292)
12 volt DC
Size In. (mm) Accuracy % FS
3.5(89)
2%
3.5 (89)
2% -
3.5 (89)
0.5%
2 (51)
2%
2 (51)
2%
2 (51)
2%
1.12 x 29
(28.6 x 6.5)
MOUNTING CAPABILITIES
• Controller can be positioned so instruments face toward either
side or towardrear of generator set.
STANDARD CONTROLLER
SPECIFICATIONS
Manufacturer
Type
Starting method
Power Source
Size —HxWxD
Weight
Kohler
Relay
Remote/Local
12 volt DC
7 in. (17.8 cm) x 14.5 in.
(36.8 cm) x 11.5 in. (29.2 cm)
15 lb. (6.8 kg)
MOUNTING CAPABILITIES
• Controller can be positioned so instruments face toward either
side or toward rear of generator set.
I
STANDARD EQUIPMENT
• Lamp test switch
• Cyclic cranking
• Overcrank and starter
unmesh protection
• Overspeed protection
• Two -wire remote start/
stop control
• Voltmeter/ammeter
phase selector switch
• Voltage adjusting rheostat,
front panel mounted
• DC circuit protection
• TEST -OFF -AUTO
selector switch
• Engine cool -down
timer, 5 minutes
STANDARD EQUIPMENT
• OFF/AUTO/TEST Switch
• Reset switch
• Hour meter
• Overcrank protection
• Common failure indicator
lamp
• High water temperature
protection
• Low oil pressure protection
• Voltage adjusting rheostat
• DC circuit protection
INDICATOR LAMPS
• Overcrank (red lamp)
• High water temperature
(red lamp)
• Low oil pressure (red lamp)
• Overspeed (red lamp)
• Emergency stop (red lamp)
• Switch 'off' (flashing red
lamp) warns that engine
start control selector
switch has been left in
the off position.
• Low fuel (red lamp)
• High battery volts (red lamp)
• Low battery volts (red lamp)
• System ready (green lamp)
OPTION PACKAGE
• AC frequency meter
• AC voltmeter
• AC ammeter
• Phase selector switch
• Oil pressure gauge
• Water temperature gauge
• DC voltmeter
WEIGHTS AND DIMENSIONS
Weight — Radiator Model: dry lb. (kg) 1256 (570)
Overall Size: L x W x H in. (mm) 72 (1829) x 29 (737) x 37.5 (953)

a r s
11,
C
APPLICATION DATA (Continued)
SPECIFICATIONS
60 Hertz 50 Hertz
AIR INDUCTION SYSTEM
Combustion air at rated kW
cfm (m3/min.)
67(1.9) 56(1.6)
Air cleaner type —
all models
Dry
LUBRICATING SYSTEM
Total system oil capacity
gals. (L)
2.5 (6)
Oil filter (quantity, type)
one — full flow
FUEL SYSTEM
Fuel supply line,
min. I.D. in. (mm)
.25 (6.4)
Fuel return line,
min. I.D. in. (mm)
.25 (6.4)
Max. lift of engine drive
fuel pump ft. (m)
5(1.52)
Fuel prime pump
Manual
Fuel filter
one — replacement element
Fuel Consumption
Load
60 Hz. gph (Lph) 50 Hz.
100 %
2.2 (8.2)
1.8 (6.7)
75 %
1.6 (6.0)
1.3 (4.9)
50 %
1.2 (4.5)
.96 (3.6)
25 %
.9(3.4)
.74 (2.8)
FAST -RESPONSE GENERATOR
SPECIFICATIONS 60 Hertz 50 Hertz
Manufacturer Kohler
Output reconnectible 10, wye and delta
Number of leads 12
Generator type rotating field
Excitation method' rotating exciter, brushless
Voltage regulation method Fast -Response
Insulation — class, NEMA
MG1-22.40 F
Number of bearings 1
Coupling flexible disc
Amortisseur windings full
Voltage regulation
no load
to full load—% t2
One step load acceptance
% of rating 100
• Generator is designed and built within NEMA, IEEE and ANSI
standards for temperature rise.
• Permanent magnet field rotating exciter.
• Skewed stator for smooth voltage wave form.
• Self -ventilated, drip -proof construction.
• Fungus resistant per MIL-E-4970A.
SPECIFICATIONS
60 Hertz 50 Hertz
EXHAUST SYSTEM
Exhaust flow at rated kW
cfm (m3/min.)
159 (4.5) 132 (3.75)
Exhaust temp. at rated kW,
dry exhaust °F (°C)
932 (500) 842 (450)
Maximum allowable back
pressure in. Hg. (kPa)
3(10.2)
Exhaust outlet size at
hook-up in. (mm) I.D.
1.5 (38) NPT
ENGINE ELECTRICAL SYSTEM
Battery charging system
ground (negative, positive)
negative
volts
12
ampere rating
37
Starter motor
rated voltage — volts
12
Minimum recommended
battery for 0 °F/cold
cranking performance
amperes
630
quantity
one
voltage — volts
12
STANDARD FEATURES
• Low oil pressure • Mounting base
•. High water temperature cut-out • Operating instructions
• Vibro mounts • Radio Suppression to
commercial standards
LINE AMPS
SHORT CIRCUIT PROTECTION
Conventional generator current collapses under short circuit. FAST- LINE AMPS
RESPONSE generators continue to provide ample current to permit
a? branch circuit breaker tripping.
SHORT CIRCUIT PERFORMANCE
3-PHASE GENERATORS
TYPICAL BRUSHLESS AND STATIC EXCITED
SUSTAINED RMS AMPS. 25 % TO 40% OF RATED CURRENT
TYPICAL "FAST -RESPONSE"
SUSTAINED RMS AMPS. 300%T0500%OF RATED CURRENT

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
July 20, 2004
MEMORANDUM
To: Kim Colson
cc: Landon D iav dson
Through: Debra Watts &�V3 -1
From: Thomas E. Cadwallader, P.E.=yam
Subject: Cashiers Resort Community, LLC / Golf Course Reuse
Jackson County
WQ0023953 / GW04058
Nathaniel Thornburg, WQS Reviewer
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This application is for the permitting of 120,000 gallons per day (gpd) wastewater treatment plant
providing reuse capability for irrigation on an 18-hole golf course in the mountains of western North
Carolina. The extended aeration package treatment plant with tertiary filters and chlorination disinfection
will be constructed in a dual flow pattern with appropriate turbidity monitoring and 5-day side stream
storage as required by the 15A NCAC 2H .0200 reuse regulations. Ultimately, two irrigation storage
ponds will be provided to store treated water during long periods of heavy rainfall and/or slow growing
seasons (e.g. winter) when spray application is less desirable.
All three storage basins (5-day pond and two irrigation ponds) will be lined with synthetic liners to
prevent seepage into the underlying shallow saprolite and/or rock outcrop foundations. Although not
required by the regulations for the irrigation ponds, this is considered advisable in view of the fact that
the treatment processes envisioned would no doubt produce an effluent that exceeds groundwater nitrate
standards. In spray areas, the nitrates will be consumed by the cover crop (trees or grass), but this
removal potential will not be available in the surficial groundwater aquifer.
Much of the top -soil necessary to maintain a cover crop on the spray areas will need to be imported from
other locations. As such, it is advisable to do a post construction analysis of the spray areas to make sure
the irrigation system (precipitation rates and soil hydraulic conductivities) and corresponding loadings
(18.2 inches/year on 88 acres) are appropriate as designed. For this reason, a `condition of permit' is
added below to insure this re-evaluation is completed.
in accordance with Department policy, groundwater -monitoring wells are required for this project
GW04058.doc Page 1 of 5 Rev. 06-04
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because it will be using chlorination as a disinfection process and information is needed on the fate of
chlorinated hydrocarbons in the environment. Two existing monitoring wells are located near the
existing on -site water supply wells, so it is recommended that these wells be monitored on a continuing
basis. One additional down gradient monitoring well is recommended below the treatment plant/ practice
range area.
The Groundwater Section has reviewed the subj ect new permit application and recommends issuance of
the permit with the following conditions:
1. Well Construction / Abandonment Criteria:
a. Within ninety (90) days of permit issuance, one monitor well (MW-3) shall be installed to
monitor groundwater quality. The well shall be constructed such that the water level in the well
is never above or below the screened (open) portion of the well at any time during the year. The
general location and name for each well is marked on the attached Site Layout. Each monitoring
well shall be located at the Review boundary, constructed in accordance with this permit, and
approved by the Asheville Regional Office.
b. The well must be constructed by a North Carolina Certified Well Contractor, the property owner,
or the property lessee according to General Statutes 87-98.4(b)(2). If the construction is not
performed by a certified well contractor, the property owner or lessee, provided they are a natural
person, must physically perform the actual well construction activities. All well(s) must be
constructed according to the North Carolina Well Construction Standards (15A NCAC 2C .0108)
and any local county rules.
The Asheville Regional Office, telephone number 828-296-4500, shall be notified at least forty-
eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater 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.
d. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring wells
are located according to this permit.
2. Sampling Criteria:
a. Monitor wells MW-1, MW-2 and MW-3 shall be sampled initially after construction and prior to
waste disposal operations, and thereafter every February, June and October for the parameters
listed below. Prior to sampling the parameters, the measurement of water levels must be taken.
The depth to water in each well shall be measured from the surveyed point on the top of the
casing. The measuring points (top of well casing) of all monitoring wells shall be surveyed
relative to a common datum.
Nitrate (NO3-N) Total Dissolved Solids (TDS)
Chloride Fecal Coliforms
Total Ammonia Nitrogen (NH3-N) Total Phosphorous
pH(field) Water Level
Volatile Organic Compounds (VOC) — October only
GW04058.doc Page 2 of 5 Rev. 06-04

The effluent stream.shall be sampled every October for the parameters listed below.
Volatile Organic Compounds
Total Organic Carbon (TOC)
Dissolved Organic Carbon (0.45 um filter followed by TOC analysis)
Residual Chlorine
b. For Volatile Organic Compounds (VOCs) sampled in October, use only one of the following
methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2) Standard Method 6210,,PQL at 0.5 ug/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5) Another method with prior approval by the Groundwater Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the constituents
listed in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 0.5
ug/L or less, which must be supported by laboratory proficiency studies as required by the DWQ
Laboratory Certification Unit. Any constituents detected above the Method Detection Limit
(MDL) but below the PQL of 0.5 ug/L must be qualified (estimated) and reported.
c. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
3. Reporting / Documentation:
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following
address: .
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the Groundwater
Section's website at http://gw.ehnr.state.ne.us/ or requested from the address mentioned above.
b. For the initial sampling of the wells, the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the
address listed in the "Reporting / Documentation"' section of the Groundwater Requirements.
Initial Compliance Monitoring Forms that do not include copies of the GW-1 form may be
returned to the permittee without being processed. Failure to submit these forms as required by
this permit may result in the initiation of enforcement activities pursuant to NC General Statutes
143-215.6A.
c. The results of the sampling and analysis must be received on Form GW-59 (Groundwater
Quality Monitoring: Compliance Report Form) by the Groundwater Section (address listed in the
GW0405B.doc Page 3 of 5 Rev. 06-04

"Reporting / Documentation" section of the Groundwater Requirements), on or before the last
working day of the month following the sampling month. The data of all groundwater sampling
analyses required by the permit conditions must be reported using the most recent GW-59 form
along with attached copies of the laboratory analyses.
d. Within sixty (60) days of completion of the monitoring wells, the permittee shall submit two
original copies of a scaled site map (scale no greater than 1 11=100'); however, special
provisions may be granted upon prior approval for large properties. The map(s) must include
the following information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system. r'
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps and
any supporting documentation shall be sent to the Groundwater Section as addressed in the
"Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any map submitted, however
produced.
4. Vertical Separation Requirements:
Waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is less than one (1) foot.
5. Liner Requirements:
The 5-day detention basin and irrigation ponds shall have either a liner of natural material at least
one (1) foot in thickness and having a hydraulic conductivity of no greater than 1 x 10-6
centimeters per second when compacted, or a synthetic liner of sufficient thickness to exhibit
structural integrity and an effective hydraulic conductivity no greater than that of the natural
material liner, according to 15A NCAC 2H .0219(f).
6. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the waste disposal area(s) is
specified by regulations in 15A NCAC 2H, Waste Not Discharged to Surface Waters,
specifically .0219(k)(1)(C)(i)(III). The Compliance Boundary and the Review Boundary for
groundwater shall be established at the property boundary. An exceedance of Groundwater
GW04058.doc Page 4 of 5 Rev. 06-04

Quality Standards at or beyond the Compliance Boundary is subject to remediation action
according to 15A NCAC 2L .0106(d)(2).
7. Additional Requirements:
a. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
b. Upon completion of site grading and shaping and prior to the application of treated
wastewater, a licensed soil scientist shall submit an amended site evaluation report to the
Division of Water Quality. This report shall specifically address, but not be limited to, the
effects of grading/construction upon the original site evaluation. The evaluation should
include an investigation of key areas of grading, including soil features such as depth to
seasonal high water table, hydraulic conductivity, soil series and the appropriateness of
previous irrigation design loadings for the newly constructed spray fields.
If there are any questions please call Tom Cadwallader at 715-6173.
Attachments
Vicinity Map
Site Layout
GW04058.doc Page 5 of 5 Rev. 06-04

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DIVISION OF WATER QUALITY
AQUIFER
Q PROTECTION SECTION
MEMORANDUM
To: Tom Cadwallader
Through: Landon Davidso
From: Kay Dechant
Subject: Permit Application Review
Cashiers Resort Community, LLC
Mountain Top WWTP
WQ0023953 GW04058
Reuse Spray Irrigation
Jackson County
Date: July 13, 2004
Cashiers Resort Community, LLC has applied for a.96,000 GPD permit for spray
irrigation of tertiary treated domestic wastewater onto a golf course. A site visit was conducted
on June 28, 2004. At that time, the grading for the roads and .golf course had not been
completed, with only 2 fairways under construction. Grading had not begun at the site for the
WWTP. Due to the limited access to the site and the early stages of construction, most of the
site was inaccessible. Final construction will have more than 88 acres of fairways with more
than 1 foot of soil as fill.
It is our understanding that the APS is considering adopting a policy on the requirement
for groundwater monitoring for reuse .systems using chlorination. Therefore, we recommend the
requirement of at least 3 monitor wells to be constructed and sampled prior to system use at a
location approved by the Asheville Regional Office.
If you have any comments or questions, please contact me at [phone].

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
MEMORANDUM
Ax TO: g_ Land'on�Dau�dson-� shev-il�le�Re ionalOffice
FROM: Tom Cadwallader
SUBJECT: Application for ❑ Permit Renewal,
® New Permit
COMMENTS:
Facility Name: Cashiers Resort Community, LLC
County: Jackson
Type of Project: Reuse
APPLICABLE PERMIT NOs: WQ0023953
GW04058
June 1, 2004
❑ Permit Amendment
ANIMAL WASTE (DWQ)
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❑ The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to vour Regional Water Quality Supervisor, so please use, that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME
KNOW.
® The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the application 'materials for completeness. If you feel additional information is necessary, please
let me know no la
ter than 6/11/2004. A copy of any formal request for additional information
will be forwarded to you.
If you do not need any additional information to complete your review, please provide your final comments
by 6/22/2004. If you request and/or receive additional information, your final comments
are due no later than 14 da s�you receive the additional information.
(rev. 10/24/03)

March 31; 2004. .

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
INSTRUCTIONS FOR FORM: SIA 09-02
(SURFACE HZRIGATION SYSTEMS)
The Division of Water Quality will not accept this application package unless all the instructions
are followed. Plans and specifications must be prepared in accordance with 15A NCAC 2H .0200
and good engineering practices. Failure to submit all of the required items will lead to additional
processing and review time for the permit application.
Do not use this form for irrigation systems designed for single family residences,
for reclaimed wastewater, or for high rate infiltration systems.
For more information, links to forms requested in this application, or for an electronic version of this form, visit the
Non -Discharge Permitting Unit (NDPU) web site at: http://h2o.enr.state.nc.uslndpul
A. Application Form (All Application Packages):
✓ Submit one original and four copies of the completed and appropriately executed application form. The
instructions (Pages 1 through 3) do not need to be submitted. Any changes made to this form will result in the
application package being returned. The Division of Water Quality (Division) will only accept application
packages that have been fully completed with all applicable items addressed.
✓ If the Applicant is a corporation or company, it must be registered for business with the NC Secretary of State.
✓ If the Applicant is a partnership, sole proprietorship, trade name, or d/b/a enclose a copy of the certificate
filed with the register of deeds in the county of business.
✓ The application must be signed appropriately in accordance with 15A NCAC 2H .0206(b). An alternate
person may be designated as the signing official, provided that a delegation letter is provided from a person
who meets the referenced criteria. You may download a form delegation letter from the NDPU web site.
✓ The facility name on all forms should be consistent with the facility name on the plans, specifications,
agreements, etc.
✓ If this project involves a modification or renewal of an existing surface irrigation system, submit five copies
of the most recently issued existing permit.
✓ If this project is for a renewal without modification, the applicant only needs to complete Section I & Section
II and sign the application form as appropriate on the last page of the application.
B. Attachment (All New or Maior Modification Application Packages):
✓ Submit a completed and properly executed Watershed Classification Attachment Form (WSCA), along with
the 8.5" by 11" topographic map locating the facility, for each watershed within the facility location
(including irrigation areas). The most recent version of Form WSCA may be found on the NDPU web site.
C. Application Fee (All New or Maior Modification Application Packages):
✓ The appropriate application fee can be determined from the Division's fee schedule found on the NDPU web
site.
✓ Submit a check in the appropriate amount made payable to: North Carolina Department of Environment and
Natural Resources (NCDENR).
D. Cover Letter (All Application Packages):
✓ Submit one original and four copies of a cover letter, which lists all items and attachments included in the
application package as well as a brief description of the requested permitting action.
✓ If necessary for clarity, include attachments to the application. Such attachments will be considered part of
the application package and should be numbered to correspond to the section to which they refer.
E. Property Ownership Documentation (All New Application Packages or Modifications involving new and/or
relocated treatment or irrigation components):
✓ Provide either: (1) legal documentation of the ownership (such as a contract, deed, article of incorporation,
etc.) of the property, (2) a written notarized agreement signed by both parties indicating future purchase of the
property by the permit applicant and a' plat or survey map showing the property, or (3) a written notarized
long term lease agreement signed by both parties and notarized, and specifically indicating intended use of the
property and a plat or survey map showing the property addressed in the lease.
FORM: SIA 09-02 Page 1

I-
F. Wastewater Collection System:
�; ✓ The wastewater collection system tributary to the surface irrigation system must be permitted separately from
the wastewater treatment and disposal system. Refer to the most recent versions of the Fast Track Application
(FORM: FTA) or the Pressure Sewer Systems Application (FORM: PSSA), located on the NDPU web site,
for permitting of the collection system. Note that a permit for the wastewater collection system will not be
issued until issuance of the permit for the wastewater treatment and disposal system.
G. Environmental Assessments (May Be Required— See 15A NCAC 1C .0100):
✓ Submit one copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement
(EIS). Also, include information on any mitigating factor(s) from the Environmental Assessment (EA) that
impact the design and/or construction of the wastewater treatment and disposal system. An EA may also be
required for private systems if any public funds are used for the construction of the subject facilities.
H. Certificates of Public Convenience and Necessity (All New Application Packages if the applicant is a
Privately -Owned Public Utility per determination by the NC Utilities Commission):
✓ Submit five copies of the Certificate of Public Convenience and Necessity, which demonstrates that the public
utility is authorized to hold the utility franchise for the area to be served by the wastewater system.
✓ If a Certificate of Public Convenience and Necessity has not been issued, provide five copies of a letter from
the NC Utilities Commission's Public Staff that states that an application for a franchise has been received,
that the service area is contiguous to an existing franchised area, and/or that franchise approval is expected.
I. Operational Agreements (All New or Renewal Application Packages if the applicant is a Homeowners'
Association or a Developer and lots are to be sold):
✓ Submit one original and four copies of a properly executed operational agreement if the surface irrigation
system will be serving, or currently serves, residential or commercial lots. Appropriate forms can be
downloaded from the NDPU web site.
✓ If applicant is a homeowners' association, use the most recent version of Form HOA, and submit the
following information: articles of incorporation, bylaws, and current or proposed annual budget.
✓ If applicant is a developer that intends to turn ownership and responsibility of the wastewater system over to a
homeowners' association, submit the most recent version of Form DEV.
✓ If this application is for renewal of an existing permit, five copies of the previously signed Operational
Agreement may be submitted.
J. Analysis of Wastewater (All New Application Packages for Facilities that are not 100% Domestic Waste):
✓ Submit five copies of an analysis of the influent wastewater. The analyses must include, but shall not be
limited to: Total Organic Carbon, Biochemical Oxygen Demand 5-day (BOD5), Chemical Oxygen Demand
(COD), Nitrate -Nitrogen, Ammonia -Nitrogen, TKN, pH, Chloride, Total Phosphorus, Phenol, Total Volatile
Organic Compounds, Fecal Coliform and Total Dissolved Solids. Other parameters should be included as
necessary to provide a representative characterization of the wastewater.
✓ A laboratory certified by the Division shall perform all testing.
✓ When an actual wastewater sample cannot be obtained, wastewater generated from similar facilities in a
different location may be sampled. When no wastewater analysis data can be obtained, this data shall be
estimated and references provided to justify the values.
K. Soil Evaluation (All New Application Packages or Modifications that include new irrigation sites):
✓ Submit five copies of a detailed soil evaluation in accordance with 15A NCAC 2H .0205(d)(7)(C) and current
Division policy, available on the NDPU web site.
L. Agronomist Evaluation (All New Application Packages or Modifications that include new irrigation sites or
new cropping patterns for existing irrigation sites):
✓ Submit five copies of a detailed agronomist evaluation in accordance with 15A NCAC 2H .0205(d)(7)(D) and
current Division policy, available on the NDPU web site.
M. Hydrogeologic Report (All New Application Packages with Design Flows over 25,000 GPD or Modifications
involving increasing the total design flow to over 25,000 GPD):
✓ Submit five copies of a detailed hydrogeologic evaluation in accordance with 15A NCAC 2H .0205(d)(7)(B)
and current Division policy, available on the NDPU web site.
N. Detailed Plans and Specifications (All New and Modification Application Packages):
✓ Submit five sets of detailed plans and specifications that have been signed, sealed, and dated by a NC licensed
Professional Engineer.
FORM: SIA 09-02 Page 2

P
✓ Plans must include the following minimum items: a general location map, a topographic map, a map showing
the entire site including all structures, application areas, buffers, property lines, wells, drainage features, and
surface waters within 500 feet of the facilities and application areas. Plans must include a map clearly
depicting all required minimum buffers. Submit plans and profiles of all treatment units, piping, valves, and
equipment including dimensions and elevations of all treatment units, highest irrigation nozzle, locations
within the irrigation system of air releases and system drains, locations within the irrigation system of all
control valves, and other essential equipment.
✓ For automated irrigation systems, the design must include equipment to prevent irrigation during precipitation
events or when the soil is in a condition that the irrigation wastewater could not be assimilated.
✓ The map must show the entire irrigation area with an overlay of the suitable irrigation area depicted by the
soil scientist's evaluation. The irrigation plans shall show each nozzle and wetted area. Clearly label
irrigation zones as they will be operated.
✓ Specifications must include, at a minimum, the following for all items pertinent to the overall system: detailed
specifications for each unit process and quality of construction testing procedures to ensure that the integrity
of the final product is in accordance with 15A NCAC 2H .0205(d)(1)(B) and 15A NCAC 2H .0219(c), (d)
and (f), including leakage and pressure testing.
✓ Plans and specifications must depict a completed design and not be labeled with preliminary phrases (e.g.,
FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than
final plans and specifications. However, the plans and specifications may be labeled with the phrase: FINAL
DESIGN - NOT RELEASED FOR CONSTRUCTION.
✓ Septic Tanks must conform to Division of Environmental Health rules T15A: 18A .1952-.1954
✓ Filtration Units must conform to Approved Criteria (Innovative System) from the Division of Environmental
Health, On -site Wastewater Section (http://www.deh.enr.state.nc.us/oww/hmovati/iwws-97-l.pdf)
O. Engineering Calculations (All* New and Modification Application Packages):
✓ Submit five copies of all design calculations that have been signed, sealed, and dated by a NC -licensed
Professional Engineer.
✓ Provide a water balance calculation to determine wet weather storage needs for the system. The water balance
must be in accordance with Division policy as provided on the NDPU web site.
✓ Calculations must include the following minimum items: hydraulic and pollutant loading calculations for each
treatment unit, sizing criteria for each treatment unit and associated equipment, friction/total dynamic head
calculations and system curve analysis for each pump used (with one pump running, two pumps running, etc.);
pump selection information including pump curves, manufacturer's information, and recommended
installation guidelines; and flotation calculations for all tanks. Submit the selected irrigation system
information including manufacturer's information and recommended installation guidelines. Irrigation pump
capacity should consider reasonable operational control, address multiple zones of the irrigation system,
address variability of nozzle sizing as necessary, and include the ability to irrigate all areas in an appropriate
amount of time.
P. Reliability (All Application Packages):
✓ Please ensure that any systems within the Coastal Area as defined in 15A NCAC 2H .0400 meet all reliability
requirements required by that regulation as well as 15A NCAC 2H .0219.
✓ Submit documentation of system reliability in accordance with 15A NCAC 211.02190)(3).
✓ If the system is to be supplied with a dual electrical source/feed, submit a letter from the power supplier
acknowledging that the site will be supplied with two electrical sources.
✓ If an on -site (stand-by) generator is proposed, ensure that the plans and specifications detail the generator, the
automatic transfer switch, and how these items interact with the system instrumentation/controls.
✓ If 15A NCAC 2H .02190)(3)(C) is intended to fulfill the power reliability requirement, ensure that the plans
and specifications detail the storage time available as well as how a telemetry device will interact with the
system instrumentation and control, and submit at least three years of power outage data from the power
supplier for the electrical source from which the system will be supplied.
✓ All generators must be capable of powering all essential treatment units.
Q. Residuals Management Plan (All New Application Packages or Modifications that include an expansion of the
treatment system):
✓ Submit a detailed explanation describing how the residuals (including sediments and grit) that are generated
by the wastewater treatment system will be stored, treated, and disposed, in accordance with 15A NCAC 2H
.0205(d)(1)(H) and 15A NCAC 2H .02190)(9).
✓ If oil or grease removal and collection is a designed unit process, please submit an oil/grease disposal plan.
✓ If an on -site restaurant or other business with food preparation is contributing waste to this system and
oil/grease disposal plan will be necessary. Please note that operation and maintenance of all grease traps will
be the responsibility of the permittee.
R. General (All New Application Packages or Modifications):
✓ Note that all designs and documentation must conform to all state and federal rules and regulations.
FORM: SIA 09-02 Page 3

✓ Note that if other approvals are necessary for the construction of these facilities (i.e. Wetlands, Storm water,
4 Dam Safety, etc) the Division may hold approval of this application package to coordinate with other
approvals.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: 919-733-5083
By Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: 919-715-604
FORM: SIA 09-02 Page 4

State of North Carolina
Department of Environment and Natural Resoura
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number:
I. GENERAL INFORMATION:
PECEP_JED
WATF� U 1'( SECTION
APO 16 2004
bVON-DISCHARGE PERMITTING
(to be completed by DWQ)
1. Applicant's name (Owner of the facility, See Instruction A.): Cashiers Resort Community,LLC
2. Complete mailing address of applicant: 572 NC Highway 107 South
City: Cashiers State: NC Zip: 28717
Telephone number: ( 828) 743-7005 Facsimile number: ( 828 ) 743-7008
Email Address: [e-mail]
3. Facility name (name of the subdivision, shopping center, etc.): MountainTop WWTP
4. Complete address of the physical location of the facility if different from mailing address of applicant:
Laurel Knob Road
City: Cashiers State: NC Zip: 28717
5. County where project is located: Jackson County
6. Name and complete address of engineering or consulting firm (if applicable): William G. Lapsley &
Associates, PA, Post Office Box 546
City: Hendersonville State: NC Zip: 28793
Telephone number: ( 828 ) 697-7334 Facsimile number: ( 828 ) 697-7333
Email Address: wlapsley@,wala.com
7. Name and affiliation of contact person who can answer questions about project: William G. Lapsley
Email Address: wlapsley@w lg a.com
H. PERMIT INFORMATION:
1. Project is: ® New; ❑ Modification; ❑ Renewal without modification
Note: Renewals without modifications should fill out sections I & II only, and sign the applicant's signature on the last
page of the application.
2. Fee submitted: $ (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number and the issuance date _
4. Financial resources for this project include: ❑ public funds, ® private funds
5. Project disturbs more than one acre?: ® Yes; ❑ No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land
Resources or local delegated program for approval: Jackson County Erosion Control ( March 12, 2004)
FORM: SIA 09-02 Page 5

6. Project includes any stream or wetland impacts?: ❑ Yes; ® No.
14
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules, etc.): N/A
8. If project is in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to
ensure compliance with this rule: N/A
M. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital,
municipality, shopping center, industry, apartments, condominiums, etc.): Residential subdivision and Golf
Course (private) facilities
2. Volume of wastewater flow for this project: 120,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): See attached supplemental
information.
4. Nature of wastewater: ® 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial; ❑ 100% Animal Waste
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description: The construction of a complete wastewater treatment system (tertiary) with
effluent isposal by pray irrigation on the proposed golf course.
2. System is: ® spray irrigation; ❑ drip irrigation*.
3. Does the project conform to all buffers as required in 15A NCAC 2H .02190)(5)? ® Yes; ❑ No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in
accordance with current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe the measures
being taken (15A NCAC 2H .02190)(7)): Treatment facility will be completely fenced. Golf Course is
private and community is gated with private security staff.
5. a. 100-year flood elevation: N/A feet mean sea level. Source: No designated flood zones near WWTP or
spray irrigation area.
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ® No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
6. Method to provide system reliability (see instruction P): Standby power systems for WWTP facilites.
FORM: SIA 09-02 Page 6

9
7. a. Type of disinfection: chlorination
b. If chlorine, specify detention time provided: 30 minutes. Please indicate in what part of the wastewater
system chlorine contact time occurs (i.e. chlorine contact chamber): Post Tertiary Treatment
c. If UV, provide manufacturer's details within application package and specify the number of lamps
8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): Sludge
holding tanks integrated into the treatment plant unit at a rate of 18CF per 100 gpd of treatment capacity.
V. DESIGN INFORMATION (For septic tanks & sand filters)
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
separately)Treatment Units
(list each
How
Many
Dimensions
LxWxH
Volume
Surface
Loading
Rate
PDSpecs
Plans & Specifications
Septic Tanks
Must conforin to
954
jjjjjjj��j
• .,. Filters
Xi
Secondary Sand Filters
*NOTE: if a treatment system other than sand filters is to be used for secondary treatment, please submit a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? ❑ Yes ❑ No.
DESIGN INFORMATION (For Earthen Impoundments)
1. Provide the number of earthen impoundments in the system: two 2
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ® No
If Yes, please specify which impoundment: and the drainage area: ft
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ® No
4. Provide the design measures proposed for impoundment liner protection from wind drive wave action: Pond
liners to be Provided for the full depth of the pond.
5. Provide date when notification of intent to construct a dam was submitted to the Division of Land
Resources (15A NCAC 2K .0200):
Notification Submitted on: Plans to be submitted for ruling.
❑ Permit Issued on: ® Permit Unnecessary per the Division of Land Resources
FORM: SIA 09-02 Page 7

6. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element (Primary Impoundment)
Page Number in the
Plans &
Specifications
Plans Specs
Purpose of Impoundment ❑ Treatment ® Storage
Liner ® Synthetic ❑ Clay ❑None*
Proper installation and testing of liner
Inside Berm Surface Dimensions of Impoundment (LxWxH)
feet
Bottom Dimensions of hn oundment (LxWxH)
feet
Embankment side slope
Mean Seasonal High Water Table Depth
(depth below grade)**
feet
Finish grade elevation of impoundment
feet
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
f
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (top of treatment zone or
permanent liquid level))
feet
Depth of sludge storage area provided
feet
Effective treatment or storage volumeprovided***
8
Effective treatment or storage time provided
days
Design Influent BOD loading
Lbs BOD/acre/day
at average operating level
*NOTE: Please refer to 15A NCAC 2H .0219(f) for liner requirements.
"NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage
volume should be calculated between the top of the treatment zone/sludge zone, or permanent liquid level (as
indicated by outlet pipe) and maximum allowable liquid level in the impoundment.
DESIGN INFORMATION (For Mechanical Treatment Systems)
1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc):
FORM: SIA 09-02 Page 8

2. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
(list each separately)
How
Many
Provided
Dimensions
L x W x H (ft)
Volume
Gallons
Page Number in the
Plans &
Specifications
Plans Secs
Flow Equalization Basins
Pumps
Blowers
1
13X24X10
20,020
8
06225/1
Capacity (GPM):
1
Type: Capacity (CFM) each: 28 (1.5 HP)
Grit Removal Chamber
Bar Screens
Spacing
® Manually cleaned ❑Mechanically cleaned 1
9
06230/3
.5" Bars @ 1 in spacing
Flow Splitter Boxes
9
Overflows to equalization basin provided? ❑ Yes ® No
Influent Flow Measuring Device
Location:
Type:
Aeration Basins
Pumps
Blowers
2
7
06230/1
Detention Time at design flow (hrs): 24
Sludge Retention Time (days):
Capacity (GPM):
2
Type: Capacity (CFM)each: 242
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
7
06230/2
2
Capacity (GPM): air lift
Capacity (GPM): air lift
Surface Loading Rate (GPD/f1): 210
Weir Length (ft): 23 ft 11 in
7
Weir Loading Rate (GPD/ft): 2509
Sludge Holding
Basins/Thickening
Pumps
Blowers
7
Holding Time (days):
% solids of Final Sludge
Capacity (GPM): air lift (10 cfm)
Type: Capacity (CFM)each: 55 CFM
Tertiary Filters
Media Specifications
8
06235/1
Loading Rate (GPM/fiz): 2 GPM/ SQ. FT.
3,185
Gallons
Clearwell
Pumps
8
06235/2
Capacity (GPM):
Mudwell
Pumps
3,375
Gallons
8
06235/2
Capacity (GPM):
Chlorine Contact Basin
Pumps
1,660
Gallons
8
�06230/3
Capacity (GPM): 315
Effluent Flow Measuring Device
Location: after
tertiary filters
Type: Bubbler Gage & flume
Auxiliary Power Source
® Permanent ❑ Portable
FORM: SIA 09-02 Page 9

Capable of powering all essential units? ® Yes ❑ No
VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Page Number in the
Plans &
Design Element
Specifications
Plans Secs
Dimensions of Irrigation Pump Tank (LxWxH)
See Drawings/
2
3 ponds feet
Total Available Volume of Irrigation Pump Tank
11,000,000
2
gallons
Dosing Volume of Irrigation Pump Tank
gallons
2
Capacity of pumps
600GPM
12
at 323 TDH
High Water Alarms
Audible Alarm
Alarm
Ur12Visual
Equipment to prevent irrigation during rain events if
irrigation controls are automatic
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.):
3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
See Report feet below ground surface.
4. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
Loading Rate
Loading Rate
Loading
If Seasonal, list
within Soil Area
Inches/Hour
Inches/Year
Recommended
appropriate months
❑ Annual
❑ Seasonal
4d9-
�
❑Annual
❑ Seasonal
❑ Annual
❑ Seasonal
CAW rcorUKA
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
5. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ® Yes ❑ No
If No, explain:
6. Size of wetted irrigation area: square feet; or 118 acres.
FORM: SIA 09-02 Page 10

7'
DRIP IRRIGATION SYSTEMS:
7. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number in the Plans & Specifications
Plans Secs
Number of Emitters
Design Wetted Area of Emitters
ft�
Distance Between Drip Lines
feet
Distance Between Drip Emitters
feet
Flow per emitter
GPM
at:
psi
Elevation of Highest Emitter
feet
SPRAY IRRIGATION SYSTEMS:
8. Number of operational zones within irrigation system: 30
9. Provide the location of each design element in the specifications and/or engineering plans. It may be
necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within
zones if there are significant differences. Please see Instruction N and Instruction O to ensure all
information is provided as required.
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
Number of Nozzles
Total Design Wetted Area of Nozzles
ft
Flow per Nozzle
GPM
at:
psi
Elevation of Highest Nozzle
feet
5 it of
of UWAINAL
FORM: SIA 09-02 Page 11

Y
Professional Engineer's Certification:
I, William G. Lapsley, attest that this application for MountainTop WWTP has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions as well as all
applicable regulations and statutes. Although certain portions of this submittal package may have been developed
by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application package shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
QIII911 Bpep1 /[�IF�{I I I q/
rcssio
SE L
• 664�,
'IN��Q:,r `a
Applicant's Certification (signing authority must be in compliance with 15A NCAC 211.0206(b), see Instruction A):
I, David Rhoades, VP Development (signing authority name and title) attest that this application for MountainTop
WWTP (facility name) has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result
in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I
will make no claim against the Division of Water Quality should a condition of this permit be violated. I also
understand that if all required parts of this application package are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, r resentati , or c ification in any application package shall be guilty of a Class 2 misdemeanor which
may includ Ja fine nnot o ce $10,0Q aWell as civil penalties up to $25,000 per violation.
RECEIVED
WATER QUAUTY SECTION
APR 16 2004
i_------
NON-DISCHARGE PERMITTING
FORM: SIA 09-02 Page 12

0c,t 21. 2003
3:59PM Henson & Paul, P.A.
No.8406 P- 2
REC-ISTERED
03 OC 20 P 12: 30 ,I.
REGISTER GF GE-EC'S'
JMCK90 CO. N.C.
NORTH CAROLINA
JACKSON COUNTY
The foregoing cwtlffm%' e Notary
Public Is cerfi4led to be correct, Y1118 InetrumenEwas preeen%d for reg
tration and recorded In this oftloe In eock r. of psQ4';rz
Register of Deeds
0
Excise Tax-, $18,286.00 PIN: 7562-25-8742
Prepared by:
Mail after recording to:
NORTH CAROLINA
J'ACKSON COUNTY
i. Edwin Henson
Henson & Paul, P.A.
P.O. Box 386
Cashiers, NC 28717
Rf�- END
SPECIAL WARRANTY DEED
This Deed made this 17t' day of October, 2003, by and between ANN G.
SUMMERS, hereinafter referred to as "Grantor", and CASHIERS RESORT
COMMUNITY, LLC, a Delaware limited liability company, whose address is c/o
Westbrook Partners, 13155 Noel Road, Suite 2400, Dallas TX 75240, Attn: General
Counsel, hereinafter referred to as "Grantee". The designation Grantor and Grantee, as
used herein, shall include said parties, their heirs, successors and assigns, and shall
include the singular, plural, masculine, feminine or neuter, as required by context.
WITNESSETH
That the Grantor, in consideration of One Dollar ($1,00) and other valuable
consideration paid bVhe Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell, transfer and convey unto Grantee in fee simple
I?
%J k

Qct 27. 2003 3:59PM Henson & Paul, P,A.
No,8406 P, 3
all of that certain lot or parcel of land (the "Property") situated in Hamburg Township,
Jackson County, North Carolina more particularly described on Exhibit "A" attached
" hereto and incorporated herein by reference,
The Property was acquired by Grantor by instruments -recorded in Book 894, Page
737, Jackson County Registry, and Will Book C, Page. 477, Jackson County Clerk of
Court.
TO HAVE AND TO HOLD the Property and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the. Grantee, that Grantor is seized of the Property
in fee simple, has the right to convey the Property in fee simple, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever claiming
by or through Grantor, except for the exceptions hereinafter stated. Title to the Property
is subject to the following exceptions;
1 • Agreements, restrictions, easements, and rights of way of record, and ad
valorem taxes for the current year.
2. All matters that would be shown by a current, accurate survey of the
Property.
3. All applicable laws and regulations,
George E. Summers joins in the execution of this Deed solely to convey any
marital interest that he may have in the Property and makes no warranties, express or
implied,
0
el

0c,t-,21. 2003 3:59PM Henson & Paul, P,A, No,8406 P. 4
IN WITNESS WHEREOF, Grantor has caused this instrument to be- signed and
sealed, the day and year first above written.
' a '
. (SEAS,)
Ann . Summers
(SEAL)
eorge E. urnmers
NORTH CAROLINA
JACKSON COUNTY
&5^1joW a NotaryPublic for �e- .sei✓
County, North Carolina, do hereby certify that ANN' G. SUMMERS and
GEORGE . E. SUMMERS personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official sea, this the 17th day of October, 2003.
[NOTARY SEAL/STAMP]
My commission expires:
10/20/2003
a
STATE H $18286. pp
OA ; G Real Estate
Excise Tax
i
'I

vOc,t-27. 2003 4:OOPM Henson & Paul, P,R, No,8406 P. 5
EXHIBIT "A"
LEGAL DESCRIPTION
ANN G. SUMMERS TO CASH ERS RESORT, COMMUNITY, LLC
BEING all of "SUMMERS TRACT TWO", containing 333.78 acres, more or less,
(including the "Buffer Area") as .shown on the plat entitled "Survey for Cashiers. Resot
mmunity,(LLC", dated October 13, 2003, and recorded in'Plat Cabinet Slide
and , Jackson County Registry, reference to which is hereby made for a
complete description of the property hereby conveyed (the "Plat").
GRANTORS further grant and convey to GRANTEE a non-exclusive easement over and
across Easement Areas A, B and C, as shown on the Plat, for the limited purpose of
retrieving errant golf balls arising from the ordinary use of the golf course to be
constructed by. GRANTEE adjacent to said Easement Areas.
GRANTORS further grant and convey to GRANTEE a non-exclusive protective
easement over and across Easement Area B, as shown on the Plat., for the protection of
existing well located adjacent to said Easement Area B, as shown on the Plat. The
GRANTORS shall .not construct or erect any improvements nor permit or allow any
activities within said Easement Area B, except as specifically allowed or permitted by the
governmental authorities having jurisdiction to regulate the use of said well and the water
system to which said well is connected.
GRANTEE shall have the limited rights to clear and maintain the Easement Areas
provided however that no vegetation may be removed; trimmed or disturbed in any
manner without the prior consent of Grantors, whose permission is required before any of
such activities may be undertaken, provided that Grantors' consent shall not be
unreasonably withheld or delayed, .and provided further that, at election of Grantors, a
representative of Grantor must be present at the time of any such activities.
V
ot­

O t-21. 2003 '4:OOPM Henson & Paul, P,A,
REGISTERED
03 OC 20 p 1211 20.9
�cJ2�r�("r1n.
REGISTI R Gr' 0CE0o
JQeI ,%j ('0, IN,C.
No,8406 P, 6
NORTH CAROM
JACK80N COUNTY
The foregoing certitieate a Notary
Public Is certitled to be cameo This Mdrient was PreSonted4 r Is-
tratlan and recorded In this office In 6oak ^at page
Register of Deeds
This instrument prepared by Kimberly R. Coward, Attorney at Law, Cashiers, NC 28717.
Rev. S 8,140.00; whole transfer; unimproved 0F,SS4R'So�F/�
1
STATE OF NORTH CAROLINA ?
COUNTY OF JACKSON WARRANTY DEED
THIS WARRANTY DEED is made this 3f%A day of October, 2003, by and between
PINCHOT PHASE II ASSOCIATES, LLC, a Georgia limited liability company, hereinafter
referred to as "Grantor," and CASHIERS RESORT COMMUNITY, LLC, a Delaware limited
liability company, of c/o Westbrook Partners 13155 Noel Road, Suite 2400, Dallas, TX 75240,.
.Attn: General Counsel, hereinafter referred to as "Grantee." The terms grantor and grantee shall
be used as neuter singular designation of the parties hereto, their personal representatives, heirs,
successors and assigns.
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the'
Grantee in fee simple, all that certain lot or parcel of land situated in Cashiers Township,
Jackson County, North Carolina, and more particularly described as follows:.
BEING all of "PINCHOT TRACT", PARCEL A containing 101,75 acres +/-, as shown
on a plat thereof prepared by Hutchison -Biggs & Associates, Inc., dated
Cae[-r=t l , act z and recorded in Plat Cabinet 12, Slide, Jackson
County Registry, to which reference is specifically made.
ALSO BEING a portion of the same lands as described in that certain deed recorded in
Book 1146, Page 814, Jackson County Registry, to which reference is specifically made.
No right-of-way is conveyed to the Grantee herein for ingress and egress to subject
property. Grantee represents that it is purchasing land contiguous to the above -described
property and will'provide access to subject property through its own land:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple, subject to the reservations,
exceptions and limitations contained herein.
1*1

exceptions and limitations contained herein.
E21
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple; that title is marketable and free and clear
of all encumbrances, and that Grantor, will warrant and defend the title against the lawful claims
of all persons whomsoever except for the exceptions hereinafter stated.,
Title to the property hereinabove described is conveyed subject to the following
exceptions;
Exceptions and reservations contained in this deed and/or in instruments referenced
herein.

Oct,27. 2003 4:OOPM Henson & Paul, P•A, No,8406 P. 7
Easements and rights -of -way for public and primate roads and utilities, of public record.
Lien of ad valorem taxes for the current year and subsequent years, not yet due and
payable.
IN WITNESS WHEREOF, Grantor has caused these presents to be executed by its
Manager on the day and year first above -written.
PINCHOT PHASE II ASSOCIATES, LLC
B 6_ (SEAL)
IRWIN W. Stolz, Manager
STATE OF (' 6 O�
COUNTY Oi,P G H
I, a Notary Public of the County and State aforesaid, do hereby certify that
MMStolz, Manager of PINCHOT PHASE If ASSOCIATES, LLC, a Georgia limited
liability company, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument on behalf of said limited liability company.
WITNESS my hand and official stamp or seal, this t, day of
2003,
(SEAL)
Hilki I XA
Notary Public
My Commission Expires; !
. Y y Y� 0�:. ILL•' f! 7'
`' y1'cs'y
10/20/2003 •!'rf�r', `yri°"ivpAwr�°°'��►° SIC
Ya
$ B 140.00 `'Nsroileae►ti?�
STATE OFT��
L1N�.
. � A (, � Real Estate i ;.:.�;� "'",`f ;ti:: ';•
Excise Tax

Mar .11, 2004 . 3 ; 59PM
Mat a ���� �e ��e ,� DISCOVERY LAND ®2®-743-0 No�8033 P 2 Fe �
COUNTY o _. P=1 i t Mo.
U-QM' 'U)1PEP,6111N-A)L ��f EL
This AICIREJ MENT made j�wNLua of Qa, C. S, R43-2 i 5. D (d D D araap ontursd inao this _ I5 day of
_i�aarel� , 2004, by HMI hip man die North COT01ina �B1WiV4e91B1b�fl11�� I�11�dB�C61[B66�d
coa�aaBi eic�oly aR 99eflCY Of tlo STWO 6D1Na rQh CaRjfinf j, ia�ra aan�f�a �r known as and COMMISSPON; and
r��[.a�t�r�at/da��aEsod to do busancss in n0 e SWke- coMoflih C�� Oi�a��hce ga�Qapl�,!�e�c►wra tag U10 DEVELOPER,
WITNESSE'71:
I. The UVEL®PE3 LS die o ner 01, the a6utgin MR& iy%LD dal ��� k�tbsa
�rupon
haa�, �e eb E ��d will�� ¢ dlwollarug aao,a. a� d o&@r imraprovwncnjs, said devcAopm cm o bc'Gunty� known
2. Tha; DEVELOPlf R &6� res, to gonsMr¢ iteo d
ell'�ticon sy$ oaracllD ��rnps, ®'di�SLeWfa.t6Q l(Le9tfifldLdla
waDrkm, and/or bu���an� �aa�dtlitae� a:�r�ar�©s�� y s�v�ae�� �iasp(r�aaB ta, ���� �
th8 DdV40 'nene on sad lsnds.
�. The DEVELOPER ho appjty(i 2tv thg C(()MMdSS�ON d�Du' the iss�ambc ®6 A P�finit PtbrqUaeag goG.S. 143-
215.2 to conjart4ct, Muintmi n, o-�d Qhc ®is �s�yD �yaB�xo,
Fans Grcatcd orshall e:rcatt aau t (ow(Bozskaip in saaid dwellings units, otlorim��a�Dv�[�ca9t
and lan,at - ftuugh ffaii.b of aDES caaa�atiOre eof�Tagi¢ OW)I hap (haroingtier neol aasiom), �aagaanant 1�� �>�Qap�t��
47C or 47F ofthu Norma Caroiiaat GLMOzal �QaQUtt:s.
5. The DEVELOPER has caused to 1�o j(DnjjK' OE w611 cau" tO bs OIBo Pod at the fizn-c of ding gD-f tho.
Dec) the. �� �idDfiaVDtaBpoDQ�D oa��o
�? ,.aDei�ku to, �h�r®iaaadf��
�c4�siagaa�aB)a eacDm-pro�at cc�a��rnPs�Qia�o� 117-9anized bad P'xisdn under god by shay virtuc of ghtc laws of t1h�
flak® (79 �4�QR�1 Ctorolinl, fDT the PiATOw, &'30119 Wbers, Ofhaaandling oho Wopm-ty, affairs, and busiuss of
dPt� 1��v�kapn(a�xa6; of opwa$ting, aooaQasEs$aiE ng' g-C-4,0 a noting aNg r(OP11.ki%? the common adjamun.fls of the
1FAMN and na�a�a®�a aQa�e� ��loj t pco URft OwnersNp, incgudimg Zhu Disposal System; and cs4'aoddm ing duce
and asse"Mg is to prr)vide IgglhS fbr Such gpera¢ion' MainUt RAAHi e' and mpg.
6. A'ho COMMISSION d 81M $® ". sure that Zhu MOpuAi S} sOuin nf~ the ®evulc,pBne= is pro-perly
�� ucta:dl, 1-naintajnW Band op6Wcd Dn ec��nTda v(g vvi Ih daw and POMii Pa-UViSiO118 ABD DfdCr QG pr(UUe U- thi)
"a* Off &hc wateTs ofthu Swe �wd the pub is ia9wEeg.. ohpgeifa.
NOWT THEREFORE, in cali[i siderwion of zhg pro[aaiaa,,�,, adM 1ho bgt Hann Uo bQ dCH'v0d by aa�;de of the ganice
herM. thou COMMASSION and DGTV ELOPER do hereby n� utu�gd y aoge-eg as fog in ':
L The DEVELOPER shrill coajsznz0,l Iha Dgsp,�tsE(d Sys4;f i9B r�yCCrrdlea&BQ. w0QB Qhc fiDCiW6lld and
-'Vwi ficlteiOus � feaft ° issued auid im$?deA�D3 ?AflB�I
proved by thti: ���1�lf U�s��®Y�, ��d shy@D th fwr proper0y
and r�-agintzaa snch systcros and O'agoflit� s in aocopdan� witB, aa� PH06bic P�n91 PPG) visions and laaew,�em¢o
2. The @ EV13LLOPER ,chOl R.O¢ ITaWffm owurship as dlm- coratroT of the DaSpc,�a R System Q® ¢li��
aaaasal cDtnst�aE Oai haa� >� � c with tha@ P, nj>j End approves Pdt�as, and the 8¢aDif4'of
Qh� �iwA�iivan of WAto• Qu&B"y h'Ms ne oPeetcd znd VPv(ovd c�a The fWlides. Tn untei r ¢o change tho anamig of
the Vel-mit lacnlaier, the DEVELOPER DIOUBE MUGAt that Lnu Yvzi aft b4D (z�i�98n�(� t(7 t13@� Al��o�n�ti®ICd. Tito
rcgaac.st (aamil iiytuludg 0 COPY Of ghe A®yflaadvs and
3. The DEVFT,0yhR ah�ld nod (rMnMfW' coavey, a86ist9 QEU' otP1eE�vise p�ddHGqBdfld�9 iDY plc its � Z a➢QBS9�Dil0�y
i'QDFt the Qg]�$}dti4 and ffG�6fle�6Di� CDC Eta Disposal �� NLe3a� M11W a @egmi2 has ha en n6i;ssuo d to the
d���E@..b93�R�"� baa�s�soraa�.
c^r%nlaa. � 'd'-11tIION s.dgoossy � q®Iswi -D oei 1 e l� W't'Ll:41

NzkMar 11_ 2004 `3:_59PMI DISCOVERY LAND 826_7�3_0.N0,_8033 P. 3
Po3
• �c �� ������ Sh, 1 provide OZTQI101a and Asa3a0ad®Hn .ByQawQ tbAL the Dispo"I SystCM and
thwety We Paul Off the: e0malan elemen@a; ru1a9 AOR d1cmaAcc he propedy maa=d ne d and
opomed in eonPhtrmi@y with law Rad liho, prabi�icia,� e,t ��3 p9c�ugnugt I�®d' �41L�t�dfVOaVB, Qap��BaQJfla, �p�g, and
treatllr�aa�aaU sadod s Md d s pa fdaeUlitias. she NvIgntUnen hand BYIOWs s�aalD id��@��y lb� �Ha�aare w�st��v�ad�r
treatment, eaDpl�a;tfiQ�a, aid disp®sal sys��11 a.s a (&IAA aelnt which WIH TWA iw; the high=t pxlaujey for
0xpr ditUTes ly e1hd Aa sacra; dbtiladn eaccpq Sr
OT pea("p, [e-mail], Md 10cal 9AXes and ensuranw.
.5. The DEVET-01PER shall Proveda in the De4)1a1'ali0na nand Amce%iadlion By12ws that the Disposal System wiD9
be maintained out of dbe common OxPLnsM, pan ardef t® assu,7e epaa¢ there ahalD bo ids acgadaly available to
Fgtnir, mastntalin Ur conmrUct t ha Mi rnsa8 -SY.,0em° bcymadd @hc MuginG 96raAfiun &wd a inteHnaanco
eitp&nsss, tho D@,gdarWon god Amociafil-m nyjgws shAll provide tha,L A raarl(B Ebe c¢eatedi aw of the; CL)l 62ddD91
Wall90S• Such h-ud shall k napav-aLe �Qmi alL. P®�1@D�C aS6�9i�Q�F1�99Re 69ngd� a➢l®e�,ted fo Qihe ti"a Hllty and
br; p�ust of @lac yea q budgg.
6, An 16c ev�Q tt�e 6`)01nH ufl easperlse W location r� and sop�a'at� fetid am a ta�E �da,qu�Le rr�sr the �csasfled��Ya®�,
r6pmig, and mA'ntVn ®ff the DlVMT SYAWti, th@ Dod&mxion and Ag.to iaafiu n Bypgws shall PrFD%Ida for
grMial use"sme to jo d®y@r Sacs, Hl6004Wy enkg- There gh ll Cho no ljfmL asa Q610 tunamIt Af quch
oa�sa�a�rae a��, and ¢ilia Declaration aid Bylaws shaaal �HabiiQBQ 4tia�¢ s��Ih ��an�daa8 as�����ts o� be made asea=ss� dal any IM8.
7, Bf a w"Qew9a81r voUflwQIlQDffH syswH'rd 4jrdFi �Fdc�.4dorsJ.vahQ�r @8°Gd9L�1LUif~au¢ �i�U®P �I6��Bi� abA �ed�.`BQgQy �1�®°dPa�i� i�� ®i1� G:eBya
l®vvnH bu19mr, a;s�LanBy° wEg@Cslr � s6'�/oP e3�Qh4bfl`fl@8(��, QD�' sD�3cA �9d1�1B of go1�®P'PdE➢��.`Dt s�Bralll �iiCHHBl4�I� l�'�;(IP99�'3
a� i8ti g te, serve ¢he 1Devel®�eua�xth ¢pde DE or
shaallp taalsc such aa;uAn as is ajeressa� to aZ6ame jha ,
d ssistiH�� �1�d fla�Lqua� �raas¢ewaaRer ®IFtl�e ®6ve1RTn-BvQt W be a+�pasd and dkd)� mrgt�d bait® slid gnveaar reauti�l
system, and shM c onvey ®a; "MfCT as Mucl, aaf' ¢the Disposal �ysB� at�cl sa>Ia;1� ri��5a1Q�+ a:a�5ern�e�ts tars @ode
Savear len(ad unit ana�.y mquarrc, as ca n6[ion ci11'a�ccBptia� thin Sy-"t s On(lal'a �v�sY�a~+raatazr.
�. ��s;a�83Iz� iiB wca�apal � Q;¢b��eaury to �®r�uHhOie in(ev'est�l59 QO C�bePu'bDi6 I�eap@�1, eBy �d �ra�fd�rm taar
i hlUedAssoca�taar� k® tea ia�BQ� v�Dadan4&y dlssalau¢ on.Wal UUt having Made adsgrea�te Provision for the
Q�DI,Qi8lllb�dii prate H�9�edbd"6-'u�`v', eepaia° a,�� ®��ra¢id�a a,l'iLs i[�lg snail �
�,rrgovideg in the Associafi on BbQdd?%� fd r d pem2iAssioco8n r PO �ySted, duo DEVELOPER. shall
1{Dk @ having gion s114 not gnaez into vfl luntm-y dissogudan Wjtholaad
¢8a�i{dsfi kt , add sysWM tad tr°r aliBie� @Q� vaua�d�
Ice a nd Approved by ahe COMMISSION by ?'fic i��suhnce of M e n d� l�?t7d�i87Q�AkIdaP9 ®fl �BflDryd' e�dLl¢y i�ca�tedli9O(�
ar. v.
The sgrnq:S sett forth a[ra numbored l)arrqraPhs 1, 2, 3, 4, 5: 6, 7, 91W 8 ab®@rC 6hAllA ho wgB(L11B8ow of my
Peafnit warned by the C®mm gsSpoD j t1s @rug i EVLi ,opER d4)r t Ie C"QnsTRuclio v, rnainto nwico, repak aid
Vfttion of the Disposal Lqy�;jcm .
'i ®. A copy ®f Chdis egreeirritnt ihaU he filed duo ¢h8 kcgisWr of Dccds on Rhe C(vuu
is filed seed ifi aho oMozm c)f the S=Owpy c,,l' State off iNo�da eC aTolona� with the e6Da6 a� nM he r,a�axb® of
¢hg Ameaa¢inn.
6N WIt°6`WFS,.S WkIIhREop, ¢thls au�r��n�aaan¢ ��� ��e�atc�rtd uvu Q9�piae��e ®'H'>1gin& by th®daddy aaa¢hmr,j;?,Od
repTeseeaamtiV4� 0f the parlie8 1hereta) Qan 'he 618y -94 YOU wfiOan M indieaamd by ed(01 Of the piles named b@jQW:
FMANAGEMENT COMMISSION
OR THE EN4/pRO NME N1,AL
�lroairam Q86° Ed OPER -
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Pla d ��Vp aitl'a-,Qaan�t�
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WiLuAmG. LAPSLEY & AssocLATEs P.A.
CASNOM, AqC Consulting Engineer & Land Planners "11VICINITY MAP
Hendersonville North Carolina

U
ko
U)
lvvILLIAM G. LAPSLEY €r AssociAns P.A.
CASHIERS, NC Consulting Engineers Lk Land Planners LOCATION MAP
Hendersonville North Carolina
W
S.L.

!,CIS APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Z
0
Q
6A.9
A
Z
_®
F_
6!.
W
L)
11W
....._..._..___....--
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
Name of
Waterbody Stream
Waterbody
map for cross-reference)
Waterbody County
River Basin Index
Classification
G06SW3
Grassy Camp Creek Jackson
Little TN 2-79-23-4-1
WS-III
G06NE7
Hurricane Creek Jackson
Little TN 2-79-23-2
WS-III
la.
Submit the 8.5" x I I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil
�alties up to $25,000 per violation.
Signing Official Signature
Professional Engineer's Certification:
Date
I attest that this application for Cashiers Resort Community, LLC has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
°ap0°0000aoaoos0000 °
2a. Wm. James Jones o�� C�°°OO°
Professional Engineer Name o0�Q.F SS/p�,/�$
2b. William G. Lapsley & Associates, P.A.
Engineering Firm �FAL
I
0
2c. 1635 Asheville Highway e 3CC-6
00
Address // o .,
2d. Hendersonville 2e. NC 2f. 28791 �P°a
City State Zi
2g. 828-697-7334
Telephone
6?Z$ -,(&S 7- 7177
2h. 828-697-7333
91
Facsimile
SZ2 -487-7178
P
-ma ilk
°p0p000000eooa°°`�S�
Seal, Signature & Date
FTA 02/03 - Rev. 1 06/03

PECEIVED
WATER 0: ALITY SECTION
PROPOSED APRa 2004
NON -DISCHARGE PERMITTING
WASTEWATER TREATMENT SYSTEM
FOR
MOUNTAINTOP
GOLF AND LAKE CLUB
JACKSON COUNTY, NORTH CAROLINA
Prepared for:
Cashiers Resort Community, LLC
Cashiers, North Carolina
p°°°s�B�aurronrrt��.
���•�� SE,4i
zr
646
'fj•�rrrrrrrrrr�'r��
Prepared by:
WILLIAM G. LAPSLEY & ASSOCIATES, PA.
CONSULTING ENGINEERS
1635 Asheville Highway
Hendersonville, North Carolina
March, 2004

Introduction
Cashiers Resort Community, LLC has purchased approximately 700 acres of land
in Cashiers, Jackson County, North Carolina (Exhibit "A"). The organization proposes to
develop a residential/golf course community. The residential development will be
primarily single family homes. The golf course will have a private clubhouse for its
members.
This development will have a private wastewater collection system consisting of
gravity sewer lines, sewer lift stations and force mains, and a section of pressure sewer
lines. The topography of the property has a total elevation change of approximately 650
feet.
II Wastewater Flow
The estimated wastewater flow for this development is based upon State criteria
stated in NCAC 15A 2M.0219 (1) and summarized below:
Single Family Homesites (2.5 Bdrm/home) 320 Ea @ 300 gpd = 105,000 gpd
Golf Clubhouse 320 Members @ 60 gpd = 19,200 gpd
Golf Maintenance (summer) 50 Employees @ 25 gpd = 1,250 gpd
Subtotal 116,450 gpd
Reserve Capacity 3,550 gpd
Total Design Flow 120,000 gpd
III Wastewater Treatment Alternatives
There were four (4) wastewater treatment alternatives considered for this
development:
(1) Community Subsurface Disposal System
The estimated wastewater flow (120,000 gpd) would require an extensive
drainfield and repair area (±15-20) acres under ideal soil conditions). The steep
topography with visible rock outcroppings makes this alternative impractical.
(2) Transport to Municipal System
The nearest publicly owned wastewater treatment system is located
approximately 1.9 miles south of the project site. The Tuckaseegee Water &
Sewer Authority owns & operates an existing 100,000 gpd treatment facility,

which discharges to the Chattooga River. This facility has been recently
approved for a 100,000 gpd expansion, which will serve the Cashiers commercial
area. (200,000 gpd permit capacity)
The assimilative capacity of the Chattooga River at their point of
discharge is such that an expansion of this treatment facility by an additional
120,000 gpd (Exhibit "A-3") is impractical and would not be recommended by
the State Division of Water Quality.
(3) Transport to Existing Private Systems
There are two (2) existing privately owned wastewater treatment facilities located
within 2 road miles of the proposed Mountaintop wastewater treatment plant.
They are:
NCO059200 Trilliam WWTP 40,000 GPD
NCO066958 Blue Ridge School WWTP 10,000 GPD
These facilities are obviously too small to allow the acceptance of the proposed
(120,000 gpd) wastewater discharge.
(4) Individual Subsurface Disposal
The alternative method of individual on -site septic drainfield systems
would be possible on many of the lots. However, the large outcroppings of
bedrock and steep topography presents a high risk of system failure. It is our
experience 10-15% of the lots would not be found suitable for any type of on -site
system. The developer obviously needs to have the assurance that all lots and
golf facilities could be constructed. Therefore, this alternative does not warrant
further consideration.
(5) Land Application
The development of a golf course facility on this property presents a very
attractive alternative for the disposal of effluent from a wastewater treatment
facility. There will be approximately 118 acres of grassed golf course available
for spray irrigation.
This alternative meets the needs of the developer and presents and
environmentally sound approach to wastewater treatment & disposal.
IV Proposed Land Application Wastewater Treatment System
1) General Background
The proposed Mountaintop community will have a privately owned
(Homeowners Association) wastewater collection system. This system will have
a combination of gravity sewer lines, sewer lift stations & force mains. (See
Exhibit "B").

A wastewater treatment facility will be constructed on approximately
10 acres of land located within the development. This site will be secured and
monitored on a daily basis (See Exhibit "C").
The effluent from the wastewater treatment facility will be discharged to
an effluent storage pond for temporary retention. At the appropriate time(s), the
effluent will be pumped directly to the spray irrigation fixtures on the approved
golf course areas.
The following sections describe the components of the treatment system
and the design computations.
2) Wastewater Treatment Facility
The wastewater treatment process will consist of the following units:
a. Flow splitter
b. Box Bar Screen
C. Flow Equalization
d. Aeration
e. Clarification
f. Tertiary Filtration
g. Chlorination
h. De -chlorination
i. Flow measurement & sampling
j. Effluent Pond
k. Effluent Lift Station
1. Spray Irrigation
A schematic diagram of the treatment process is attached (Exhibit "D").
The facility will be completely fenced for security. It will also be
screened from public view and accessed by an all-weather roadway.
It is anticipated that the Homeowner's Association will contract with a
local licensed WWTP Operator to maintain the treatment system.
The cost of operation and maintenance will be assessed to the users on a
monthly basis. The utility system will have an individually metered water system
with a rate which will be adequate to properly operate and maintain the system.
A static bar screen will be installed at the infuent to the treatment facility.
It will be of steel construction per the detail shown on the drawings. The operator
will manually clean the screen on a daily basis.

MOUNTAINTOP
GOLF AND LADE CLUB
WASTEWATER TREATMENT SYSTEM
DESIGN COMPUTATIONS
P ECEIVED
WATER QUAU T `( SECTION
APR 1 6 2004
I
NON -DISCHARGE PERMITTING

The Mountaintop Wastewater Treatment Plant will be a tertiary treatment system
with effluent irrigation ponds. When weather conditions are acceptable, the effluent will
be applied to the community golf course by a spray irrigation system.
The following paragraphs describe the design assumptions used to prepare the
detailed engineering plans for this system..
1. FLOW SPLITTER BOX
A flow splitter box will be installed at the influent to the wastewater treatment
facility. This will be used to divide the flow between the Phase I & II treatment
plants.
f►�.y11I:U�1`�l: �l�C�y[7��►1
A static bar screen will be installed at the influent to the treatment facility. It will
be of steel construction per the detail shown on the drawings. The operator will
manually clean the screen on a daily basis.
3. FLOW EQUALIZATION
A storage tank of influent wastewater is provided at the head of the wastewater
treatment plant. This tank is aerated to maintain odor control. The flow into the
treatment plant is at variable rates depending upon the time of day. This tank
stores wastewater during these peak periods and prevents "washout" of clarifiers.
A duplex submersible pump system with float control is provided in the tank.
The pumps deliver the wastewater to the aeration tanks at an even rate to match
the design flow for the treatment plant. The flow equalization tank is designed to
store 33% of the wastewater treatment plant design capacity (60,000 gpd X 33% _
20,000 gallons). The flow equalization chamber pumps are designed to meet the
ADF rate for the treatment plant (41.7 gpm/60,000 gpd) as follows:
Static Lift 12 feet
Friction Loss 0.5 feet (3" O / PVC / 2.27'/100)
2 feet (fittings)
14.5 feet (Use 15 feet)
Pump Hydromatic HPG-200, 2.0 HP, 30, 3,450 rpm
(See Exhibit "E" for pump curve)

The proposed wastewater treatment facility will use the extended aeration
process. The chamber is designed to retain the wastewater for 24 hours.
Therefore the storage capacity will be 60,000 gallons for each of the 60,000 gpd
treatment plants.
The purpose of the aeration chamber is to add dissolved oxygen to the raw
wastewater such that the biochemical oxygen demand (BOD) is significantly
reduced. The actual reduction accomplished by the treatment facility is a function
of the BOD of the influent sewage and the amount of oxygen added to the water.
The proposed wastewater influent will be normal strength domestic sewage.
There will be a minor variation due to the operation of the clubhouse dining room
facility.
The actual design calculations are as follows:
BOD Calculation
60,000 gpd X 1.98 lbs BOD / 1,000 gallons = 118.8 lbs BOD/day
Assume domestic strength wastewater - 240 mg / 1 BOD
Air Calculation
118.8 lbs BOD/day - 1440 min/day X 2,100 CF / lb BOD = 173.25 CFM
Blowers provided — 242 CFM
Chamber Design
18.8 lbs BOD - 15 lbs BOD/day X 1,000 CF X 7.48 gal/CF = 59,242 gallons
Capacity Provided — 60,000 gallons
5. SETTLING CHAMBERS
Allow for minimum 4 hours retention time at average daily flowrate.
60,000 gal X 4 hrs = 10,000 gals 24 hr /day
Capacity provided=10,225 gallons
6. SLUDGE HOLDING CHAMBER
60,000 gpd X 3 CF/100 gpd X 7.48 gal/cf = 13464 gallons
Capacity Provided=13,819 gallons

7. TERTIARY FILTER
The package style tertiary filter system will provide flow division,
filtration, backwashing, surge control and disinfection of the wastewater.
The influent wastewater will enter the filter through a flow division
chamber where the flow will be divided equally to each of the two (2) filter cells.
Each filter cell will provide for the filtration of biologically treated plant effluent
by the use of a dual media concept. This media contains both sand and anthracite
to accomplish the sequential filtration and removal of suspended solids. The filter
media is fully submerged to evenly distribute the wastewater over the entire filter
cell.
The wastewater will percolate through the filter cells and then into the area
below the filter nozzle plates. It then flows through the backwash pipe, backwash
pumps, into the clearwell.
The wastewater in the clearwell will overflow into the disinfection
chamber where a disinfectant will be added and mixed with the wastewater. The
disinfection chamber will also provide the required retention time to ensure the
wastewater is thoroughly disinfected.
When the surface of the filter cells become covered with solids, the
wastewater level will begin to rise. The rising wastewater level activates the air
scouring and backwash cycles. The media will then be automatically air scoured
and backwashed. Clean backwash water is pumped through the filter and up from
the bottom to dislodge any retained solids.
The air scouring cycle will provide required agitation of the solids that
have been collected in the upper portion of the media. The rising backwash water
will overflow into the surge chamber, where it is collected and pumped back to
the head of the biological wastewater treatment plant. This process will occur
over several hours and is accomplished by using flow return valves in the
discharge line.
The backwash cycle will use wastewater from the clearwell to backwash
and dislodge any solids trapped in the lower portion of the media.
8. CHLORINE CONTACT CHAMBER
60,000 gpd X 30 min. retention time < 1440 min/day = 1,250 gallons
day
Capacity Provided —1,716 gallons

9. EFFLUENT FLOW MEASURING/ SAMPLING
A standard V-Notch weir installed in a flume will be used at this facility.
Continuous recording will be done by an Isco 4230 bubbler gage instrument (See
Exhibit "F").
A continuous turbidity monitoring device will be installed with sampling done
automatically. The instrument will be a Model recorder. (See Exhibit "G")
A refrigerated composite sampler unit will be provided at this same location. (See
Exhibit "H").
10. EFFLUENT IRRIGATION POND # 1
Based upon the hydrogeologist report, the wastewater treatment system must be
designed to store 93.3 days of effluent during wet weather periods. The treatment
facility is designed to be constructed in two (2) phases. Based upon site
topographic conditions the treated effluent holding pond will also be developed in
two (2) phases.
Effluent Pond #1 will have a capacity of 5,500,000 gallons. It will be lined with a
40 mil hypalon material.
The effluent (which meets the water quality limits) will be directed to this pond
by gravity through Line `B".
As the pond becomes half full (2,500,000 gallons) a high water alarm will be
activated.
The effluent will be lifted to the land application area (golf course) by a duplex
irrigation pump discussed later in this document.
11. UNTREATED WASTEWATER HOLDING POND
There may occur instances during the operation of the treatment facility when the
effluent water quality does not meet the permit requirements. A turbidity monitor
will alarm the operator when this happens. The operator will manually redirect
the flow from the effluent irrigation pond to this holding pond.
The capacity of this pond is 5 days (640,000 gallons). Once the effluent water
quality is reinstated, the flow will be directed back to the effluent irrigation pond.

A lift station (#3) is provided to direct this wastewater back to the head of the
treatment plant. The station is designed to have a capacity equal to the ADF for
the treatment plant (83.3 gpm / 120,000 gpd).
Static Lift 3,876.0 (SSMH#1 invert)
- 3,835.0 (bottom of LS)
41.0 ft
Friction Loss 4.5 ft (4101f/3"O @ 1.1 ft/1001f)
5.0 ft (LS piping)
50.5 ft Use 51 ft TDH.
Pump Hydromatic HPGH 750
7.5 HP 3450 rpm 30
(See Exhibit "I" for pump curve)
12. EFFLUENT IRRIGATION POND #2 - (PHASE II)
When the Phase II wastewater treatment plant is installed, it will be necessary to
construct additional effluent irrigation water storage capacity.
It is proposed to install an outlet tower in pond #1, such that if the pond is full, the
overflow will be directed to pond #2.
As the effluent water level is drawn down by the land application process there
will be capacity available to transfer water from Pond #2 back to Pond #1.
The transfer of effluent is accomplished by lift station #2. The lift station is
designed for a flow rate of 450 gpm, which will empty a full pond #2 in 7.8 days.
The pump is designed as follows:
Static Lift 3846.0 (Overflow elev. Pond #1)
-3777.0 (Invert of LS#3)
69.0 ft.
Friction Loss 6.1 ft 560 LF(6" 0 PVC/450 gpm @ 1.08'/100)
5 ft LS piping — 80.1 feet — Use 81 feet TDH
Pump- Hydromatic S4P 15 HP 1750 rpm 30
(See Exhibit #"J" for pump curve)
Effluent Pond #2 will have a capacity of 4,900,000 gallons. It will be lined with a
40 mil hypalon material.

13. SPRAY IRRIGATION
A complete soil investigation and water balance determination has been prepared
by Edwin Andrews.
The recommended design criteria for this proposed land application system is as
follows:
Soil Capacity: 0.7 inches/day or 1.2 inches / week
Application Rate: 0.15 inches / application
0.35 inches / week
10 — 15 minutes per application
Effluent Storage (Water Balance)
93.3 days @ 120,000 gpd = 11,190,178 gallons
Land Area Required 88.4 Acres (@ 0.35 inches per week)
Land Area Provided 118 acres
The golf course irrigation system designer has proposed a duplex vertical turbine
pump Irrigation Lift Station #1 (See Exhibit "K" ). This station will transport the
treated wastewater to the irrigation system. There are two (2) supplemental
booster pump stations on the system to maintain system pressures to the spray
heads. Booster Station #1 will be operational during the effluent spraying.
Booster Station #2 will be bypassed during the effluent spraying.
Attached hereto is a table (Exhibit "L" ), which provides a summary of the spray
irrigation system heads and the flow rates. The system operator will control the
actual location for the land application on any given day. The application rates
will be followed for each zone that is used. A detailed layout of the sprinkler
system is included in the design drawings. (Exhibit "M")
14. RESIDUALS MANAGEMENT
The proposed wastewater treatment system will yield excess non -biodegradable
sludge residuals. This material will be temporarily contained in a sludge holding
chamber (aerated). Periodically, the operator will contact a private hauler to
remove the material from the treatment plant and transport it to an acceptable
publicly owned wastewater treatment facility (i.e. MSD of Buncombe County in
Asheville, NC). This will be done in accordance with State regulations (15A
NCAC 2H 0.0205 & 0.0219).
15. RELIABILITY
This proposed wastewater treatment system is located in a rural area of western
North Carolina. To insure operational reliability, the facility will be provided

with a diesel powered standby electrical generator. This unit will be sized to start
and operate all electrical powered equipment at this treatment facility.

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PROPOSED OUTDOOR LIGHT
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PROPOSED EFFLUENT LIFT STATION #2
(SEE DETAIL SHEET 06) -j
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LOCATION MAP
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Section GRINDER Page 101
Dated MAY 2000
Superesdes ANE 1999
The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower.
All pumps have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the
curve limit. Performance curves are based on actual tests with clear water at 700 F. and 1280 feet site elevation.
Conditions of Service:

acNl6if ItF,o
4230 Bubbler Flow Meter
sco 4230 Bubbler Flow Meters use
an internal air compressor to force
a metered amount of air through a
bubble line submerged in the flow
channel. By measuring the pressure
needed to force air bubbles out of the
line, the level of the water is accurately
determined.
Versatile and Accurate
The 4230 provides accurate measurement
in a variety of conditions. It is not affected
by wind, steam, foam or turbulence. And,
because only the bubble tube contacts the
flow, corrosive chemicals are not a problem.
The 4230 also resists damage by lightning
and debris, making it ideal for storm water
applications.
Automatic Drift Compensation allows the
4230 to compensate for transducer drift.
This makes our bubbler flow meters the
most accurate level measurement tech-
nology. In standby applications, such as
storm water runoff monitoring, Automatic
Drift Compensation also allows the 4230
to maintain its level calibration indefinitely.
Dependable Operation
The 4230.is not affected by suspended
solids and rapidly changing head heights
that can cause problems for some bubbler
flow meters. Automatic bubble line purging
prevents clogging: And, Isco Super Bubble
Software senses rapidly rising heads and
increases the bubble rate to maintain
maximum accuracy:
A 4230 Bubbler paces an Isco 3700 Sampler to collect flow
proportioned samples.
13

Isco 4230 Specifications
Flow Meter
Size (HxWxD)
(withoutpowersource)
17.0 in. x 11.5 in. x 10,5 in. 43.2 cm x 29.2 cm x 26.7 cm
Data Storage Memory
Capacity
80,000 bytes (approximately 40,000 readings) divided into
a maximum of 12 memory partitions; equal to 100 days
of level, rainfall, pH, DO, conductivity, and temperature
readings at 15 minute intervals, plus 3,000 sample events.
Optional expansion to 473,000 bytes (approximately
236,500 readings)
Weight (without powersource)
19.1 lbs. 8.6 kq
Material
High -impact molded polystyrene structural foam
Enclosure self -certified
NEMA 4X IP65
Power
12 to 14V DC,16 mA average at 12.5V DC (printer set
at 1 in./hr (2.5 cm/hr),1 bubble per second, 15 minute
purge, and continuous level reading interval)
Setup and Data Retrieval
IBM PC or compatible computer with Isco Flowlink
Software Version 3:1
Typical Battery Life
934 Nickel -Cadmium Battery
(printer set at 1 in./hr (2.5 cm/hr); 1 bubble persecond,
15 minute purge, and continuous level reading interval)
7 to 10 days
Communication
Direct connection, optional internal 2400 baud
telephone modem with voice messaging, or optional
internal short haul modem
946 Lead -Acid Battery
10 to 15 days
Data Retrieval (o tional)
Isco 581 Rapid Transfer Device (RTD)
948 Lead -Acid. Battery
2 to 3 months
Voice Messaging
(with optional internal
telephone modem)
Calls up to 5 telephone numbers with programmable
delay between calls, activated based on AND and OR
combinations of any two of level, flow rate, rainfall; pH,
DO, conductivity, and temperature
Program Memory
Non-volatile, programmable Flash; can be updated via
interrogator port without opening the enclosure
Display
Backlit LCD, 2-line, 80-character (5.5 mm high x 3.2 mm wide)
Level -to -Flow Rate
Conversions
Weirs
V-notch, rectangular with and without end contractions,
Cipolletti, Isco Flow Metering Inserts
Analog Outputs (optional)
Up to 3 isolated internal outputs, 0 to 20 mA or 4 to 20 mA,
sealable based on level, flow rate, pH, DO, conductivity, or
temperature, into a maximum of 750 ohms each
Relay Outputs
2 form C'relays with field selectable trip points based
on flow rate (with optional Hi hkowAlarm Relays) _
Flumes
Parshall, Palmer-Bowlus, Leopold-Lagco,Trapezoidal,
H, HS, HL
Serial Output
Current status and readings, in response to command or
automatically at selectable time intervals, ASCII comma
separated values at 1200, 2400, 4800, or 9600 baud
Manning formula
Round, U-channel, rectangular, trapezoidal
Data Points
Four sets of 50 level -flow rate points
Equation
Two -term polynomial
Operating Temperature
0° to 140°F
-18°to 60-C
Totalizers
LCD
9-digit, floating decimal point, resettable
Stora Tem erasure
-40° to 140°F
-40° to 60°C
C
0.01 to 10 ft.
0.003 to 3.05 m
Mechanical
7-digit, non-resettable (optional)
Rain Gauge Input
Contact closure, normallyo
en
TR�ane
easurement Accuracy
Repeatability, and
Level* Error
0:01 to 1.0 ft. ±0:005fit.
0.01 to 5,0 ft. ±0.010 ft.
0.01 to 10 ft. ±0.035 ft.
Levet* ErrorParameter
0.003 to 0:31 in ±0.002 m
0,003 to 1.52 m ±0.003 m
0.003 to 3.05 m ±0 011 m!
Resolution
0.01 or 0.004 in.
0.25 or 0.1 mm
Inputs
pH, dissolved oxygen, conductivity; and temperature (withysisat72°F(22°G)
optional YSI600 Mulit-Parameter Water Quality Monitor),
pH and temperature (with optional Isco 201 Parameter
Module); or dissolved oxygen and temperature (with
optional Isco 270 Parameter Module)
Temperature Coefficient
Maximum error within compen-
sated temperature range (per
degree of temperature change)
±0.0003 x level
x temperature change
from 72°F
where level is
measured in feet
±0.0009 x level
x temperature change
from 22°C
where level is
measured in meters
Sampler Activation Conditions
Enabled, disabled, AND and OR combinations of any two of
level, flow rate, rainfall, pH, DO, conductivity, and temperature
Sampler Pacing Ou uc
12V pulse
Sampler Input
Event mark, bottle number
Automatic Drift Correction
After 5 minute warm-up period, zero level is
corrected to ±0.002 ft. (±0.0006 m) at intervals
between 2 and 15 minutes
Printer
Recording Modes
Up to 3 graphs of level, flow rate; pH; DO, conductivity, and "
temperature vs time; includes totalized flow. Rainfall and '
sampler events (time and bottle number) are also recorded.
Long -Term Level
Calibration Change
Typically 0.5%of reading per year
Speed
Off, 0.5,1, 2; 4
inches per hour
0ff,1.25, 2:5, 5,10
I cm per hour
Ambient Operating
Temperature Range
0° to 140°F
-18* to 60°C
Recording San
User selectable with multiple over -ranges
Compensated Temperature
Range
32° to 140°F
0° to 60°C
Resolution
1/240 of recording span
Reports Printed
Flow meter program, 2 independent time interval reports,
flow meter history, sampler history
* Actual vertical distance between the end of the bubble line and the liquid surface
Interval Report Contents
Site number time Interval; total flow; minimum, maximum,'
and average Flow rate, level, pH, DO, conductivity, and temp-
erature, and time of occurrence; interval flow; total rainfall;
number of samples, flow meter history and sampler history
Character Size
0.09 in. high x 0.07 in. wide (2.4 mm'x 1.7 mm), 12 pitch
Paper
4.5 in wide x 65 ft. (11.4 cm x 19.8 m) plain white paper;
replaceable roll
Ribbon
19.7 ft. (6.0m) black'nylon, replaceable
14

FMISM u W,
Suspended Solids Measurement
Isco OrbitTM Suspended Solids/Turbidity Analyzer
The Isco Orbit TSS/Turbidity analyzer measures a wide range of solids
concentrations, allowing the use of a single sensor for a full range of
wastewater treatment plant applications, from sludge to final effluent.
Easy to install and maintain
The Isco Orbit transmitter line uses identical, but parameter -specific
electronics and a large number of interchangeable components. In
wastewater treatment applications, this means simplified installation and
operator training, quick and easy software upgrades, and straightforward
troubleshooting and service.
OUM 223 panel -mount
transmitter
Standard features
Isco has configured outdoor mounting kits
to make specification and ordering simple
for common applications, in which the
sensor is typically mounted in an open
channel or basin with the transmitter close
by. Options are available on request such
as additional relay outputs and other
application -specific requirements. Contact
an Isco representative for details.
2-line LCD displays current value of measured parameter
User selectable isolated 0-20 mA or 4-20 mA output, one system
alarm contact and two additional relays
Patented dual -aperture sensor eliminates measurement ambiguity
Measuring range from 0 to 300 g/L of suspended solids.
Compact, shock -proof sensor with scratch -resistant sapphire
measuring windows for reliable, long-term service under
harsh conditions
Sensor installation in open channels, basins, or closed pipes
Smooth, angled sensor surface provides self-cleaning effect in
flowing media
3-point calibration and 1-point adjustment
Stores up to 7 user -specifiable calibration data records
Applications
Primary Sludge
Activated Sludge
> Sludge Return
Final Effluent
Orbit,
OUM 253 post/wall-mount transmitter
OUS'41 suspended solids sensor

Isco Orbit TSS analyzer Specifications
TSS Transmitter - OUM 253 (post/wall
mount) I OUM 223 ('/4 DIN panel mount)
Dimensions, H x W, x D:
OOM 253 post/wall mount is 9.7 x 6.7 x 4.5 inches (247 x 170 x 115 mm)
OOM 223 panel mount is 3.8 x 3.8 x 5.7 inches (96 x 96 x 145 mm)
Enclosure rating:
OOM 253 post/wall mount is NEMA 4X (IP65)
OOM 223 panel mount is NEMA 3S (IP54 front panel, IP30 housing)
Accuracy:
0.01 ppm, 0.1 g/L, 0.1%, 0.001 FNU,
Isolated Output:
0-20 mA or 4-20 mA, 500 Ohms Load (Max.)
Alarms:
Up to 4 dry Contacts, SPDT, NO or NC
Control Functions:
P, PI, PD, PID for solenoid valves or variable frequency drives
Power Supply
115 /230 VAC, 50/60 Hz
Approvals:
CE, UL, CSA (pending)
Sensor OUS41
Measures:
Suspended Solids
Technology:
900 NIR Scattered Light
Measuring Range:
0.0 to 9999 ppm
0.0 to 300 g/L
0.0 to 100%
0.0 to 9999 FNU (NTU)
Factory Calibration:
Si02 (for TSS units); Formazine Standard (for FNU/NTU turbidity units)
Wavelength:
880nm
Temperature compensation:
Pt 100 (Automatic or Manual TC)
Max Pressure:
87 psi @ 777, 14.5 psi @ 122T (6.0 bar @ 25°C, 1.0 bar @ 50°C)
Enclosure Rating:
NEMA 6 (IP68)
Operating Temperature:
23' to 122°F (-5° to 50°C)
Storage Temperature:
4° to 140°F (-20° to 60oC)
Cable, standard length available:
23 ft (7 m)
Ordering Mfor►nation
Contact Isco for complete ordering details, including additional
options and accessories.
1• a..RartNOmbdr.
CUM 253 TSS Standard transmitter, PostlWall mount 479-0002-13
CUM 223 TSS Standard transmitter, % DIN panel mount 479-0002-41
OUS 41 TSS Sensor, with 23ft (7m) cable 479 000214
Outdoor Mounting Kit - DO and TSS. Complete package to mount 253 68-0047-002
transmitter on horizontal or vertical post and immerse DO or TSS sensor
in a basin, tank, or open channel. Includes Post Mounting Kit, Weather
Protection Cover, Immersion Assembly, and Spray Cleaning Set.
!APO 0
Isco, Inc.
4700 Superior Street
Lincoln NE 68504 USA
Phone: [phone]
USA and Canada: [phone]
Fax: [phone]
E-Mail: [e-mail]
Internet: www.isco.com
Isco is continually improving its products and reserves the right to change specifications without notice.
L-4109 • Rev 217103

aRMTK911
Isco 3710FR Corrosion -Resistant
Refrigerated Composite Sampler
sco 3710FR Composite Samplers are built
tough. They can easily handle municipal
and industrial applications outdoors, and
are specifically designed to withstand corrosive
environments that can quickly ruin ordinary
samplers.
Resists Corrosion and Weather;
Needs No Enclosure
Isco FR Samplers have an exterior shell custom
molded from resin transfer molded fiberglass
protected by a tough, UV resistant, glossy gel
coat. The interior is constructed of high impact.
strength ABS plastic.
The refrigeration system is equally tough —the
condenser coil is coated with durable polyester,
the evaporator plate is powder coated with
epoxy, and polyester tubing or phenolic paint
protects the copper refrigeration lines.
Versatile Composite Sampling
The 3710FR Composite Sampler is ideal for
general purpose and priority pollutant samp-
ling. Time or flow proportioned composite
samples are collected in a single polyethylene
or glass bottle. A weight -activated table
provides an adjustable, fail-safe shutoff to
prevent overfilling.
Isco 3710FR Samplers provide years of dependable service
in harsh environments.
Isco 3710FR Refilgerated Composite Sampler.
Accurate Sample Volumes
The exclusive Isco LD90 Liquid Presence
Detector and pump revolution counting system
deliver accurate sample volumes time after
time, with automatic compensation for
changes in head heights.
Unlike other liquid detectors, the LD90 does
not contact the sample, so it never requires
cleaning or maintenance and is not affected
by temperature or liquid composition.
Environmentally Sealed
Controller
All controller components are protected in
a tough, environmentally sealed enclosure
that meets NEMA 4X, 6 requirements for sub-
mersible, watertight, dust -tight, and corrosion
resistant operation. To give you added flexibility,
the controller is interchangeable on portable
and stationary samplers.
See. separate data sheets for 3700 Sequential Composite Samplers,

Isco 3710FR Refrigerated Composite Sampler Specifications
Contact the factory or your Isco representative for additional specifications.
R
0 1
Height
47 in.
119 cm
Width
26 in.
66 cm
Depth
26 in.
66 cm
Weight (dry)
160 lbs.
73 kg
Exterior Materials
Resin transfer molded fiberglass with LIV resistant
fiberglass gel coat
Frame Construction
Stainless steel
Corrosion Protection
Condenser
Powder coated with polyurethaneresin
Compressor
Enamel paint
Evaporator
Powder coated with food grade epoxy
Refrigeration tubing
Polyester tubing or phenolic resin
Insulation
Environmentally safe, non CFC foam
Top
3 in.
7.6 cm
Sides
1.5 in.
3.8 cm
Thermal Resistance Factor
R-16
Tvnical Recovery Time
15 minutes
Recovery time is defined as the time for the internal air temperature to return to 39°F (4°C) with the
refrigerator running and set at 39°F (4 °C) and the door has been opened for one minute. The door has
been orimad at least 4 minutes after the mmnressnr has turned nn
External Temperature
75°F
24°C
Sample Temperature
Set -point Range
32° to 46°F
0° to 8°C
Sample Temperature
Set -point Accuracy (at 25°C)
±1.8°F
±1°C
Refrigerant Type
R-1 34a, 1, 1, 1, 2-tetrafluoroethane CH2FCF3
Compressor
1/5 horsepower
Power Requirements
120V 60 Hz
240V 50/60 Hz
Current Draw
Running
3.5 amp @ 120V
1.75 amp @ 240V
Starting
17 amp @ 120V
8.5 amp @ 240V
Stalled Compressor
21 amp @ 120V
10.5 amp @ 240V
Compressor Protection
Safety cutout at
221 °F
105°C
Heaters
3, automatically controlled
Heater Capacity
60 watts(evaporator heaters); 30 watts(compressor heater)
Ordering Information
Suction line and strainer not included; order separately. Contact the factory or your
Isco representative for complete ordering information.
3710FR Refrigerated Composite Sampler
120VAC, 60HZ 240VAC, 50160Nz
with 1 round 2.5 gallon polyethylenee bottle
68-3730-006
68-3720-007
with 1 round 2.5 gallon glass bottle
68-3730-008
68-3720-009
with 1 round 4 gallon polyethylene bottle
68-3730-010
68-3720-011
with 1 round 5.5 gallon polyethylene bottle
68-3730-012
68-3720-013
3710FR refrigeration unit only
68-3730-003
68-3720-004
www.isco.com
0
Sample Frequency Selection
1 minute to 99 hours 59 minutes, in 1 minute increments
Non -uniform times in minutes or clock times
1 to 9,999 flow pulses
Programmable
Sample Volumes
10 to 9,990 ml in 1 ml increments
Liquid Presence Detector
Non contacting patented LD90
Sample Retries
If no sample is detected, up to 3 attempts; user selectable
Rinse Cycles
Automatic rinsing of suction line up to 3 rinses for
each sample collection
Sample Distribution
up to 999 maximum programmed samples, or with
fail-safe weight table shutoff
Program Storage
3 sampling programs
Programming Modes
Time, non -uniform time, flow, and STORM
Controller Diagnostics
Tests for RAM, ROM, pump display, and distributor
Weight
11 lbs. 5.9 kg
Dimensions
10 x 12.5 x 10 in.
26 x 32 x 25 cm
Operational Temperature
32° to 120°F
0° to 49°C
Enclosure Rating
NEMA 4X, 6
IP67
Program Memory
Non-volatile ROM
Flow Meter
5 to 15 volt DC pulse or 25 millisecond isolated
Signal Requirements
... .
contact closure
Intake Suction Tubing
Length
3 to 99 ft.
1 to 30 m
Material
Vinyl or Teflon
Inside Dimension
3/8 in. or 1/4 in,
Pump Tubing Life
Recommended 500,000 pump counts
Maximum Suction Lift
26 ft.
7.9 m
Typical Repeatability
±10 ml
Typical Line Transport Velocity
at head heights of:
3 ft. (0.9 m)
2.9 ft./s
0.88 m/s
10 ft. (3.1 m)
2.5 ft./s
0.76 m/s
15 ft. (4.6 m)
1.9 US
0.58 m/s
Isco, Inc.
4700 Superior St.
Lincoln, NE 68501 USA
Phone: [phone]
USA & Canada: [phone]
Fax: [phone]
E-mail: [e-mail]
Isco is continually improving its products and reserves the right to change specifications without notice.
01996Isco, Inc. Printed in U.S.A. All rights reserved #1528DSSA
Isco Instruments AG
Heckenweg 3
CH - 8704 Herrliberg
Switzerland,
Phone: [phone]
Fax: [phone]

FJ(Rlsff
section GRINDER Page I
aDated SEPTEMBER 19
Performance
Curve
—,a .�
i i`
��slllllllll®RPM.- 3500 Discharge: 2"
Operating point must fall within curve.
Conditions of Service:
GPM T®H: Hf7 DROMAWTM PU pS

EMANT "4 "
Section HON—CLOG Page 113
Dated JANUARY 1994
Supersedes SEPTEMBER 1993
RPM: 1750 Discharge.- 4" Solids.- 311
''IV
mw
135
MEMO
MEN
MINN
MEMMEME
NNOMMEN■-&6-�
V
RAMMMM
I
W,
M
4-0
A � "--Ilt 2
EMEMEMOMME
MEEMMOMMEM
MEMMNMMMMIOM
120
05
0
i
E
MINEMOMMINOMINNIMEMIMEM
MENEM■
INM
MEN
MEN
I
MINI
so
am%
EMEM
MEN
NONE!
M
WENS'
0
FA
man
601,
US
45
30
15■MOME
0
MENEM
MENEM
MEN
LI
MIM
�0
100 200 300 400 500 600 700 8 00
3 1 0 6 . 0 9 1 0 120 150 1 io
1750 RPM
CS4P/PX-1 750 60 Hz
The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower. All pumps
have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit.
Performance curves are based on actual tests with clear water at 70' F. and 1280 feet site elevation.
Conditions of Service:
GPM: TDH: HYDROMATKII, PUMPS

PROPOSED
LAND APPLICATION
SPRAY IRRIGATION AREA)
ACRES)
SEE SHEET p )
SPRAY IRRIGATION SYSTEM OPERATION PROCEDURE
The operalc' Pill loner Irtigollan Stamge Pcnd Of approxcnaldy one (1) fact
early each morning to ollov discharge of Irecled a .I into the prod•
" is assumed "" the 45,0W godleas olrrroge doily Do. 01 Deal hetveen 6:00
a.m. and 400 p.m. (15 hours) The effluent D. equaliyatill
tank all Td approximately
eery Ihree (3) hours Each
lime the tank reaches the appropriate level, the effluent
pumps) aH operate of �00 gpm, Therefore, emptying the 1m1in approximately"
minutes into Irrigation Storage Pend 01. Once the entire 45,000 g..a. is discharged to
the pond the opemtar will he ready to spray irrigate during the evening hours (11:00 p.m.
- 5,00 o.an.)
There are 62 sprinkler heads identified far spray krigalfon of treated effluent. The
period of operation at these heads vel he 15 minutes per dose Phich Hill irrigate 45,000
gallons (62 x 47.4 gpm x 15 min).
The maximum period of Operation of any sprinkler head Pdl he 24 minutes
PROPOSED
WASTEWATER TREATMENT FACILITY
(SEE SHEETS L72)
BOOSTER PUMP
STATION # 1
,`� ! I i - I I• j j / ; r COMMON AREA / �./���)�/���-'•-gry__ �� \
yr . I ` ♦L^...._� _•i^-" �. I •`\ / /,r. I 1 'O`C � -
e
\'= d• :girl 1i
.\ .� '.• '1:.liN,� ` •. ♦;� =e _-/�'_y_I .' i � -- `'��• �1 0� `�\� ./y�/�—. _, ..I, - - - �,\ �'1'Y I�✓
♦ . I.r;1 • Y'•'" ♦ ...,:,l.r-�- _ ��_ I l r \ �i/ �, - - .o i 1.
)let -.T ,��, �. � ./ `�.i _ _ I f -Lj,�ri `_.\�\\\ //� i :•// -' �i •/ __ _ _ •� r.
N,, . �� //r \ � ��_."�r'� __--_ � `'ihl� ._ I i I : ; -✓ _ 1'f/ l i _ _ � � a � \ - I
„
r
Ii '+ I 'IW !�P'vS Q•♦ � I. .. /4• •'• •\�' �- -, 'I. '� yu;�! � - Y •/ �-Yir�V'1 - \\�- X.. \e
rtulI
\ r• .�.�: �`1 / �=•'i. '1 1� �`c`�.�L-i- �,�, 9' �.� II')\�_ �.y.,: � �Ili� 'f.� � L_..,r''I'1 'F'��, � _ -4-=� � `\ •
A e {{
INh\A\;P® '•�, � ,\� �i. �� y; L ' �,. � . , _, • ; � ,.? �yC� // C_ v�SS\ k � «' t,� /"\ i � ' �` \\ ��.y / ; �.,/ \ .
l' _ Carl-r� / \ (\"k-ry', fi / \,•',• / %:� _`nJ •lv/ \ 7 TLC i i\ \ f. / /'�•� \• .
G
eJ \ a 5
T I I ' • "F Y
. •- a..r r .:\\\ _ �_/ \ / -- -- \�) "si_ 'ems ;' / /�
I d• I K.• '\ a` \\ r a r_ lh' _ -. - i •\ r� ��`\ /:•. Ljp �, �•\ a y,,-- i`�i \�1:' 1L�,.\.
;i:_ 1 \l � � I 11 l l �' a,,✓� ,\._ /� ;,�, _a _ I _.0 ® I ��r�!'e(I + •I \�i l�
�.i I a \ '' ..I -- ��-� ':\ �.-, .. .'� e�-' , �- - i. it-� �Ir _ 1I I �� � � -`•i4- ,
\ •:VL ♦\ :\ v'r `11 L \. h ��," Y.-• /'/- "/ - `ll`!(!/,r �^i :'�..�.,�./I ` I
J\ \ 'L r ♦ �` C i �v 4' ' \ // �_-.. Iifll I I _�,L ��F,,r:.�c_r ( ;
`,H • �\\i:/11 ` \\��•h. � \ '' t \ * Yu . rr . 1 i ,�C'�:'�'� i/ \ ,(�/� ` %y !' _/&__ [n� 4`�\`• \(,1�. -- I .-L/\ '•: c,�J/ I .
s,\ \ F ' ° / r\ \\,U� r: �i i'�• ��\;-.., h\�.—_ __..._ ;j�i�\.-iy ••ICI. u ./
`s \\\� . �. / � ��\ v � I � T,-y tiri .+-� C `� ♦ :: � .� =f - PRQP65E0
FYPUMP \ 1 _ .' / Y. / PROPOSED
v r Y I j' LAND APPLICATION
:t �' �� )) �= • L cYL` a _ l / _ i' •'�` m / 'ILA/ (SPRAY IRRIGATION AREA)
•\♦ 1 .,-��_. _.\ _ ( X`Y T \ / i //.O•'/\ z //p (SEE SHEET ®8)
'`\\ \: �� � F��%-�y_o• '\, �.i �'q.��' IY`ti 'y• it _ / i -�•\ ./• � ' 1!
i:'"J
I..
1
•
i• L
.11 NKLEIR HEAD
ToTA HDOBL "'
mBL & VALVE IN HEAD
PR�UDB DD PSI
N.
RADIUS SSr AD
RADIUS BD r
P1AV M4i78 4TA GPM
TORO
760 ELECTRIC
VALVE -IN -HEAD
SPRAY HEAD
DETAIL
N.T.S.
j-�
n
r
x @ � I. •�<a 141yy
IC e..11 I nL �
� i1j y�1L�e•T ,4'�\T ,- l , < vl�„y ,aa�r,+'
NOTES:
f. ALL NEW HONES IN THIS DEVELOPMENT VaLL BE
GRAPHIC SCALE
ON A PUBLIC WATER SUPPLY SYSTEM.
2. MOUNTAIN TOP ESTATES IS SERVED BY A PUBLIC
Na a Ira rm •era e0o
WATER SUPPLY SYSTEM.
( IN FELT )
I Inch - 200 LL
'
Req.f—L. for damaUe reurt rydema that distribute rcddmed rater.
A AD reelalmd veto miler, .bye IerWBea and mUda aha0 he Igegel err Irbdal b ram the
ehelll Infam Uebile orThemm� la not blended far dXnking. tlh_me eppmpdele. each nml.
pu poymb erold mnlaet allh Ina Petn.
B All realelmd veto plpmy vdvea nUNe and aWv appuelenmm rhall Ee mlercdd, loped, or
dh= merkd b IdmWy Ne aortae o7 0e Paler m taag reddened ratan
1. All recl•Imed rain plpina and eppurlmmm dldl M dWn avlerea Wrena11e (Pmbne
5721 and -Toad m Integm0y eWaped or merkd ?GUROfh RRONtlAD
t1ATWe T OO HOT DRIH#? err Ee 1 led NIA •puffin pbnabM e2E) tdmLNraUla
lope or polyethylene rinyl torµ To..., shell he aWnped ov .),p.. tldea al We
�pe and reQm'. O feel Ira.
2 emunmuea by rhe0 he nl lmfl s boner vldo And M,a vble er Netk Ielledgq m
ppuuryle IPmbAe aul nda dnung TuvHox: R80AIU® BaTDt ± � Hot
oWH10. IdmUnmUm bpe ehdl b "I"" m by aI rtdeMd rater plsdlnea
ferlmedpleL teed eret) 10 feri b meD pipe MyW and Nv mnUnuaua/ 1t6hee n't hION
C. All reclaimed n ter valves and outlets shell be of D type, or secured in a manner,
that permits opera8on by sutharised personnel only.
D. AEore around poor blln faggola or ether hmd a %] oameciloml ehe0 set he prerml. Hoe
Nor aooD De Imkd In Io Yd, helav grad redb rNeh anon b rlmrly 16cld n Ed of
gobble quelly. b en h loch .1 b lee one aI lakd, Eden grade radb rllh atandeld Angie
Uh arvim, ham 61ha es clearly
arl lair be operated yy a apetlal fool may b< plmd Ie rlmbakeMe
derground aer.lee Elan dearly Inbeld a ompeleEle rater.
B Ova-ConseN WnUol
01 nelrrat Ball be m direct ems-mmeNlma hetreen the redalmed sakr end potable tiler
p0 Ifhere bob -'I-- Hier ma palaWa rnln am eupplfM b a rtclNmed rater ma area,
a rdued prawn principl her1. p tall. m dedee err en appmral - gap
eePemUon shall be f del tEa pebble tarn -vim mnoenim b the uc arts. The
InabOeUm d 0a rdumd prenure principal �rkfkP IxennlleD Berke 0.11 all.
M) 8g�aa`n� piawoe voter G unsl b rvpp mmxlPeaetrNaddmad by III, vakr ayetaa,, urge ,mu be
m ntr
IHe roD: iero�soddiedV etr�rmn ayel®aa rater mppller. helrem
Pa7�d
U a.
3 U
Ad
wW
awl
a
a�x
>Et KNOB ROAD U
PROPOSED
GOLF
14
>-
inF2
(n
N
:;c dE-F
d
aaa
wIL..
in
d
date: 3/04
U
WiLLIAN Q LAmLff @ ARSOCLAM P.A.
CovvWllce Knalaeere R Lmrd M.-
FRevisions
job: 0313R
16V --. HIshrar l
HmdmaeePmr �: N� ; �°,ae. m,a,
drawn: KHC
st,ees.
ran-enr-any tea eza-era-rsa
1bioP 30

EXl11BIT i•L11
MOUNTAINTOP WWTP
SPRAY IRRIGATION SYSTEM
Sprinkler Type
Irrigation
Zone
Golf.Hole
1
2
3
4
Heads/Total Flow
Surface Area
1
1
25/497.5
10/243.0
---
8/229.6
43/970.1 gpm
134,453sf / 3.09 ac.
2
1
40/796.0
8/194.4
---
----
48/990.4 gpm
197,167sf / 4.35 ac.
3
2
33/656.7
18/437.4
---
10/287.0
61/1381.1 gpm
188,213 sf / 4.32 ac.
4
2
41/815.9
15/364.5
---
---
56/1180.4 gpm
185,777 sf / 4.26 ac.
5
3
21/417.9
5/121.5
---
10/287.0
36/826.4 gpm
146,877 sf / 3.37 ac.
6
4
29/577.1
12/291.6
---
10/287.0
51/1155.7 gpm
171,979 sf / 3.95 ac.
7
4
36/716.4
13/315.9
---
---
49/1032.3 gpm
175,163 sf / 4.02 ac.
8
5
13/258.7
8/194.4
---
10/287.0
31 /740.1 gpm
100,570 sf / 2.31 ac.
9
5
21/417.9
14/340.2
---
---
35/758.1 gpm
120,545 sf / 2.77 ac.
10
6
12/238.8
14/340.2
---
10/287.0
36/866.0 gpm
96,581 sf / 2.22 ac.
11
6
8/159.2
27/656.1
---
---
35/815.3 gpm
93,990 sf / 2.16 ac.
12
7
22/437.8
16/388.8
---
12/344.4
50/1171.0 gpm
169,210 sf / 3.88 ac.
13
8
26/517.9
----
---
10/287.0
36/804.4 gpm
147,463 sf / 3.38 ac.
14
9
16/318.4
17/338.3
---
10/287.0
43/943.7 gpm
122,322 sf / 2.81 ac.
15
9
40/796.0
10/243.0
---
----
50/1039.0 gpm
181,435 sf / 4.16 ac.
16
9/10
1/19.9
16/388.8
---
10/287.0
27/695.7 gpm
76,851 sf / 1.76 ac.
17
10
28/557.2
17/413.1
---
----
45/970.3 gpm
171,390 sf / 3.93 ac.
18
10
32/636.8
16/388.8
---
----
48/1025.6 gpm
142,128 sf / 3.26 ac.
19
11
22/437.8
20/486.0
---
11/315.7
53/1239.5 gpm
158,497 sf / 3.64 ac.
20
12
30/597.0
16/388.8
---
10/287.0
56/1272.8 gpm
175,496 sf / 3.96 ac.
21
12
42/835.8
15/364.5
---
---
57/1200.3 gpm
232,035 sf / 5.33 ac.
22
13
28/557.2
23/558.9
---
---
51/1116.1 gpm
239,314 sf / 5.49 ac.
23
13/14
12/238.8
14/340.2
---
10/287.0
36/866.0 gpm
130,356 sf / 2.99 ac.
24
15
24/477.6
11/267.3
---
10/287.0
45/1031.9 gpm
166,038 sf / 3.81 ac.
25
15
29/577.1
17/413.1
---
---
46/990.2 gpm
198,839 sf / 4.56 ac.
26
16
31/616.9
15/364.5
---
10/287.0
56/1268.4 gpm
176,403 sf / 4.05 ac.
27
16
32/636.8
25/607.5
---
---
57/1244.3 gpm
151,246 sf / 3.47 ac.
28
17
8/159.2
14/340.2
---
9/258.3
31/757.7 gpm
99,464 sf / 2.28 ac.
29
18
32/636.8
12/291.6
---
10/287.0
54/1215.4 gpm
184,635 sf / 4.24 ac.
30
18
52/1034.8
---
---
---
52/1034.8 gpm
232,719 sf / 5.34 ac.
31
PR
---
38/923.4
21/489.3
---
59/1412.7 gpm
206,568 sf / 4.74 ac.
32
PR
---
38/923.4
20/466.0
---
58/1389.4 gpm
209,302 sf / 4.80 ac.
Total 118.88 ac.
Head
Type
Toro Model
Flow
O
1
834S-46-326
19.9 GPM
O
2
865S-46-636
24.3 GPM
O
3
834S-46-336
23.3 GPM
O
4
865S-46-646
28.7 GPM
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VYRI&T
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Radius Range
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Flow Rate
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Arc
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VIH, MO, COM
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Toro - 800S Series
Page 1 of 1
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FaAs Nam
52'-89'
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13 -45 GPM
support N
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VIH, MO, COM
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CASHIERS TOWNSHIP
JACKSON COUNTY,
NORTH CAROLINA
WIT. um G LAPsLEY & ASSOCIATES P.A.
CONSULTING ENGINEERS & LAND PLANNERS
1895 Aiiii n. Hl[hw w
Poet Office Box 546
Hendersoneille, NC 28793
B69 2B 7-7934 Phone
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Cashiers, North Carolina 28717
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Phone: [phone]
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