NC0089052_Authorization to Construct_20180515

DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS WILLIAM C. DIEHL, P.E.
1500 Piney Plains Rd., Suite 200 JOHN F. PHILLIPS, P.E.
Cary, North Carolina 27518 ALAN R. KEITH, P.E.
Telephone [phone] — Fax [phone]
May 9, 2018
NC Department of Environment & Natural Resources
Division of Water Resources/NPDES
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Request for Authorization to Construct
Flow Equalization Volume Addition
Zooland Family Campground WWTP — Randolph County, NC
NPDES Permit No. NCO089052
Dear Reviewer:
On behalf of Zooland Family Campground, I would like to request the Authorization
to Construct the above referenced project. The project will add one 8,000 gallon
precast concrete flow equalization tank and interconnection pipe to the Zooland Family
Campground Wastewater Treatment Facility. The project will not alter the current
constructed treatment capacity of the facility (0.006 MGD) or the hydraulic profile. It
will increase the flow equalization storage tank volume, from 2,000 gallons to 10,000
gallons.
The project is needed due to the flow patterns that exist in the campground. Many of
the RV campers with wastewater storage tanks will wait until they are leaving the
campground to empty their storage tanks into the wastewater receiving station.
Because the majority of these campers are on similar schedules (i.e., all leave on
Sunday afternoon or evening, or after a special event at the campground, the
treatment plant can receive a substantial flow surge at these times. These surges
have proven to be harmful to the treatment process at times, causing shorter retention
times for treatment, washing solids out of the clarifier, pushing excessive solids to the
filters, etc.
The proposed 8,000 gallon flow equalization tank will be interconnected to the existing
2,000 gallon flow equalization tank with a 4 -inch pipe. The existing pumps, level
switches, and high water alarm will remain in the 2,000 gallon tank.

Page 2of2
May 9, 2018
The following items are enclosed with this letter:
• One set of construction plans, with specifications on the plans
• One completed and signed original of the application form ATC 12-14
• Part I of the most recent NPDES permit, including Part A (Effluent Limitations
and Monitoring Requirements)
• Construction Sequence (on Sheet 1 of Plans)
• One signed and sealed Engineering Calculation, checking the tank buoyancy
• One CD with the information listed above, including a copy of this transmittal
letter.
Please advise if you require any additional information to process this request, or if
you have any questions.
Yours very truly,
Diehl & Phillips, P.A.
John F. Phillips, P.E.
Enclosure
Cc: Mr. Alec Chaplin
Mr. Alan Gaddis

APPLICATION FOR AUTHORIZATION TO
CONSTRUCT
(FORM ATC -12-14

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
SECTION 1: INSTRUCTIONS AND INFORMATION
A. The Division of Water Resources will accept this application package for review only if all of the items are provided and the
application is complete. Failure to submit all of the required items will result in the application package being returned as incomplete
per 15A NCAC 02T .0105(b).
B. Plans and specifications must be prepared in accordance with 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute
133-3, North Carolina General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES
Wastewater Treatment Facilities.
C. The plans and specifications submitted must represent a completed final design that is ready to advertise for bid.
D. Any content changes made to this Form ATC -12-14 shall result in the application package being returned.
E. The Applicant shall submit ONE ORIGINAL and ONE DIGITAL COPY (CD) of the application, all supporting documentation and
attachments. All information must be submitted bound or in a 3 -ring binder, with a Section tab for each Section, except the
Engineering Plans.
F. Check the boxes below to indicate that the information is provided and the requirements are met.
G. If attachments are necessary for clarity or due to space limitations, such attachments are considered part of the application
package and must be numbered to correspond to the item referenced.
H. For any project that requires review under the State Environmental Policy Act (SEPA), an Authorization to Construct cannot be
issued prior to the completion of a State Clearinghouse advertisement period for a FONSI, EIS, etc. unless the project qualifies for
a Determination of Minor Construction Activity.
I. For more information, visit the Division of Water Resources web site at: https://deg.nc.gov/about/divisions/water-resources/water-
resources-permits/wastewater-branch/npdes-wastewater/authorization-to-construct.
J. In addition to this Authorization to Construct, the Applicant should be aware that other permits may be required from other Sections
of the Division of Water Resources (for example: reclaimed water facilities permits; Class A or B biosolids residuals permit).
SECTION 2: APPLICANT INFORMATION AND PROJECT DESCRIPTION
A. APPLICANT
Applicant's name
Zooland Family Campground, LLC
Signature authority's name per 15A NCAC 02T .0106(b)
Alec Chaplin, Jr.
Signature authority's title
Owner
Complete mailing address
P.O. Box 12187 Cola, SC 29211
Telephone number
803-799-9683
Email address
1500 Piney Plains Rd., Suite 200 Cary, NC 27518
B. PROFESSIONAL ENGINEER
Professional Engineer's name
John F. Phillips, P.E.
Professional Engineer's title
Project Engineer
North Carolina Professional Engineer's License No.
10130
Firm name
Diehl & Phillips, P.A.
Firm License number
C-0465
Complete mailing address
1500 Piney Plains Rd., Suite 200 Cary, NC 27518
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 1

Water Resources
ENVIRONMENTAL QUALITY
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
Telephone number 919-467-9972
Email address [e-mail]
C. NPDES PERMIT
NPDES Permit number
NCO089052
Current Permitted flow (MGD) — include permit
flow phases if applicable
0.006 MGD
D. PROJECT DESCRIPTION
Provide a brief description of the project: This prosect will increase the Flow Equalization nominal capacity from 2,000 gallons to
10,000 gallons by the addition of an 8,000 gallon precast concrete tank, connected to the existing 2,000 gallon tank with a 4"
schedule 80 PVC pipe installed at the bottom of the tanks.
SECTION 3: APPLICATION ITEMS REQUIRED FOR SUBMITTAL FOR ALL PROJECTS
A. Cover Letter
® The letter must include a request for the Authorization to Construct; the facility NPDES Number; a brief project description
that indicates whether the project is a new facility, facility modification, treatment process modification, or facility expansion;
the construction timeline; and a list of all items and attachments included in the application package.
❑ If any of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-31 North Carolina
General Statute 143-215.1, and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities are not met by the proposed design, the letter must include an itemized list of the requirements that are not met.
B. NPDES Permit
® Submit Part I of the Final NPDES permit for this facility that includes Part A (Effluent Limitations and Monitoring Requirements)
for the monthly average flow limit that corresponds to the work that is requested for this project.
C. Special Order by Consent
❑ If the facility is subject to any Special Orders by Consent (SOC), submit the applicable SOC.
® Not Applicable.
D. Finding of No Significant Impact or Record of Decision
❑ Submit a copy of the Finding of No Significant Impact or Record of Decision for this project.
❑ Provide a brief description of any of the mitigating factors or activities included in the approved Environmental Document
that impact any aspect of design of this project, if not specified in the Finding of No Significant Impact or Record of Decision.
® Not Applicable.
E. Engineering Plans
® Per 15A NCAC 02T .0504(c)(1), submit one set of detailed plans that have been signed, sealed and dated by a North Carolina
Licensed Professional Engineer.
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
® Per 21 NCAC 56 .1103(a)(6), the name, address and License number of the Licensee's firm shall be included on each sheet of
the engineering drawings.
® Plans must be labeled as follows: FINAL DRAWING — FOR REVIEW PURPOSES ONLY— NOT RELEASED FOR CONSTRUCTION.
❑ 15A NCAC 02H .0124 requires multiple (dual at a minimum) components such as pumps, chemical feed systems, aeration
equipment and disinfection equipment. Is this requirement met by the design? ® Yes or ❑ No. If no, provide an
explanation:
Plans shall include:
® Plans for all applicable disciplines needed for bidding and construction of the proposed project (check as appropriate):
® Civil ❑ Not Applicable
❑ Process Mechanical ® Not Applicable
❑ Structural ® Not Applicable
❑ Electrical ® Not Applicable
❑ Instrumentation/Controls ® Not Applicable
❑ Architectural ® Not Applicable
❑ Building Mechanical ® Not Applicable
❑ Building Plumbing ® Not Applicable
® Plan and profile views and associated details of all modified treatment units including piping, valves, and equipment (pumps,
blowers, mixers, diffusers, etc.)
® Are any modifications proposed that impact the hydraulic profile of the treatment facility? ❑ Yes or ® No. If yes, provide
a hydraulic profile drawing on one sheet that includes all impacted upstream and downstream units. The profile shall include
the top of wall elevations of each impacted treatment unit and the water surface elevations within each impacted treatment
unit for two flow conditions: (1) the NPDES permitted flow with all trains in service and (2) the peak hourly flow with one
treatment train removed from service.
® Are any modifications proposed that impact the process flow diagram or process flow schematic of the treatment facility?
❑ Yes or ® No. If yes, provide the process flow diagram or process flow schematic showing all modified flow paths including
aeration, recycle/return, wasting, and chemical feed, with the location of all monitoring and control instruments noted.
F. ® Engineering Specifications
® Per 15A NCAC 02T .0504(c)(2), submit one set of specifications that have been signed, sealed and dated by a North Carolina
Licensed Professional Engineer. NOTE — SPECIFICATIONS INCLUDED ON THE ENGINEERING PLANS
❑ Specifications must be labeled as follows: FINAL SPECIFICATIONS — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR
CONSTRUCTION.
Specifications shall include:
® Specifications for all applicable disciplines needed for bidding and construction of the proposed project (check as
appropriate):
®
Civil
❑
Process Mechanical
❑
Structural
❑
Electrical
❑
Instrumentation/Controls
❑ Not Applicable
® Not Applicable
® Not Applicable
® Not Applicable
® Not Applicable
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 3

Water Resources
ENVIRONMENTAL QUALITY
❑ Architectural
❑ Building Mechanical
❑ Building Plumbing
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
® Not Applicable
® Not Applicable
® Not Applicable
® Detailed specifications for all treatment units and processes including piping, valves, equipment (pumps, blowers, mixers,
diffusers, etc.), and instrumentation.
® Means of ensuring quality and integrity of the finished product including leakage testing requirements for structures and
pipelines, and performance testing requirements for equipment.
❑ Bid Form for publicly bid projects.
G. Construction Sequence Plan
® Construction Sequence Plan such that construction activities will not result in overflows or bypasses to waters of the State.
The Plan must not imply that the Contractor is responsible for operation of treatment facilities. List the location of the
Construction Sequence Plan as in the Engineering Plans or in the Engineering Specifications or in both: Sheet 1 of the
Engineering Plans
H. Engineering Calculations
® Per 15A NCAC 02T .0504(c)(3), submit one set of engineering calculations that have been signed, sealed and dated by a North
Carolina Licensed Professional Engineer; the seal, signature and date shall be placed on the cover sheet of the calculations.
For new or expanding facilities and for treatment process modifications that are included in Section 4.C, the calculations shall
include at a minimum:
❑ Demonstration of how peak hour design flow was determined with a justification of the selected peaking factor.
❑ Influent pollutant loading demonstrating how the design influent characteristics in Section 4.6.2 of this form were
determined.
❑ Pollutant loading for each treatment unit demonstrating how the design effluent concentrations in Section 4.13.2 of this form
were determined.
❑ Hydraulic loading for each treatment unit.
❑ Sizing criteria for each treatment unit and associated equipment (blowers, mixers, pumps, etc.)
❑ Total dynamic head (TDH) calculations and system curve analysis for each pump specified that is included in Section 4.C.6.
® Buoyancy calculations for all below grade structures.
❑ Supporting documentation that the specified auxiliary power source is capable of powering all essential treatment units.
I. Permits
® Provide the following information for each permit and/or certification required for this project:
Permit/Certification
Not
Applicable
Date
Submitted
Date
Approved
Permit/
Certification
Number
If Not Issued Provide
Status and Expected
Issuance Date
Dam Safety
X
Soil Erosion and Sediment Control
X
USCOE / Section 404 Permit
X
Water Quality Certification (401)
X
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 4

J.
Water Resources
ENVIRONMENTAL QUALITY
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
USCOE / Section 10
X
Stormwater Management Plan
X
CAMA
X
NCDOT Encroachment Agreement
X
Railroad Encroachment Agreement
X
Other:
Residuals Management Plan
❑ For all new facilities, expanding facilities, or modifications that result in a change to sludge production and/or sludge
processes, provide a Residuals Management Plan meeting the requirements of 15A NCAC 02T .0504(1) and 15A NCAC 02T
.0508; the Plan must include:
❑ A detailed explanation as to how the generated residuals (including trash, sediment and grit) will be collected, handled,
processed, stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil, grease, grit or screenings removal and collection is a designated unit process, a detailed explanation as to how the
oil/grease will be collected, handled, processed, stored and disposed.
® Not Applicable.
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 5

State of North Carolina
,- Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
SECTION 4: PROJECT INFORMATION
A. WASTEWATER TREATMENT PLANT FLOW INFORMATION —COMPLETE FOR NEW OR EXPANDING FACILITIES
1. Provide the following flow information:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 6
Plant Flows
Existing Plant Design
MGD
Current NPDES Permit Limit
MGD
Current Annual Average
(past 12 months)
MGD
For Past 12 Months:
Start Date: month/yr
End Date: month/yr
For Past 24 Months:
Start Date: month/yr
End Date: month/yr
Maximum Month
MGD
MGD
Maximum Day
MGD
MGD
Peak Hour
MGD
MGD
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 6

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
B. WASTEWATER TREATMENT FACILITY DESIGN INFORMATION —COMPLETE FOR NEW OR EXPANDING FACILITIES AND
FOR TREATMENT PROCESS MODIFICATIONS
1. Have all of the requirements of 15 NCAC 02H. 0100, 15A NCAC 02T, North Carolina General Statute 133-3, North Carolina
General Statute 143-215.11 and Division of Water Resources Minimum Design Criteria for NPDES Wastewater Treatment
Facilities been met by the proposed design and specifications? ❑ Yes or ❑ No. If no, provide justification as to why the
requirements are not met, consistent with 15A NCAC 02T .0105(n):
2. Provide the design influent and effluent characteristics that are used as the basis for the project design, and the NPDES
permit limits for the following parameters:
3. Based on the "Project Basis of Design" parameters listed above, will the proposed design allow the treatment facility to
meet the NPDES Permit Limits listed above? ❑ Yes or ❑ No. If no, describe how and why the Permit Limits will not be
met:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 7
Project Basis of Design
Design Influent
Design Influent
Influent
Concentration
Load
Concentration -
(Must be
(Must be
Current Annual
supported by
supported by
Design Effluent
Average (past
Engineering
Engineering
Concentration and/or
NPDES Permit Limits
12 months) if
Calculations
Calculations
Load
(monthly average)
Parameter
Available
[Section 3.H])
[Section 3.H])
Ammonia Nitrogen
mg/L Summer
mg/L Summer
(NH3-N)
mg/L
mg/L
Ib/day
mg/L Winter
mg/L Winter
Biochemical
mg/L Summer
mg/L Summer
Oxygen Demand
mg/L
mg/L
Ib/day
(BODS)
mg/L Winter
mg/L Winter
Fecal Coliform
per 100 mL
per 100 mL
Nitrate + Nitrite
Nitrogen (NO3-N +
mg/L
mg/L
NO2-N)
Total Kjeldahl
mg/L
Nitrogen
mg/L
mg/L
Total Nitrogen
Ib/year
Ib/year
mg/L
mg/L
Total Phosphorus
mg/L
mg/L
Ib/day
Ib/year
Ib/year
Total Suspended
mg/L
mg/L
Ib/day
mg/L
mg/L
Solids (TSS)
3. Based on the "Project Basis of Design" parameters listed above, will the proposed design allow the treatment facility to
meet the NPDES Permit Limits listed above? ❑ Yes or ❑ No. If no, describe how and why the Permit Limits will not be
met:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 7

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
4. Per 15A NCAC 02T .0505(1), by-pass and overflow lines are prohibited. Is this condition met by the design? ❑ Yes or ❑ No
If no, describe the treatment units bypassed, why this is necessary, and where the bypass discharges:
5. Per 15A NCAC 02T .0505(k), multiple pumps shall be provided wherever pumps are used. Is this condition met by the
design? ❑ Yes or ❑ No. If no, provide an explanation:
6. Per 15A NCAC 02T .0505(1), power reliability shall be provided consisting of automatically activated standby power supply
onsite capable of powering all essential treatment units under design conditions, or dual power supply shall be provided
per 15A NCAC 02H. 0124(2)(a). Is this condition met by the design? ❑ Yes or ❑ No. If no, provide (as an attachment
to this Application) written approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks, and
➢ Has sufficient storage capacity that no potential for overflow exists, and
➢ Can tolerate septic wastewater due to prolonged detention.
Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided. Is this condition met by the
design? ❑ Yes or ❑ No. If no, explain the alternative design criteria proposed for this project in accordance 15A NCAC
8. Per 15A NCAC 02T .0505(8 , the public shall be prohibited from access to the wastewater treatment facilities. Explain how
the design complies with this requirement:
W
Is the treatment facility located within the 100 -year flood plain? ❑ Yes or ❑ No. If yes, describe how the facility is
protected from the 100 -year flood:
C. WASTEWATER TREATMENT UNIT AND MECHANICAL EQUIPMENT INFORMATION —COMPLETE FOR NEW OR
EXPANDING FACILITIES AND FOR MODIFIED TREATMENT UNITS
1. PRELIMINARY AND PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 8
No. ofPlan
Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided?
(Yes or No)
Manual Bar Screen
MGD at peak hourly flow
Mechanical Bar
MGD at peak hourly flow
Screen
Grit Removal
MGD at peak hourly flow
Flow Equalization
2
--
2,000 & 8,000 gallons
1
NO
Primary Clarifier
Circular
ft diameter; ft side
water depth
square feet; ft side
Primary Clarifier
Rectangular
water depth
Other
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 8

Water Resources
ENVIRONMENTAL QUALITY
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
SECONDARY TREATMENT (BIOLOGICAL REACTORS AND CLARIFIERS) (i.e., biological and chemical processes to remove
organics and nutrients)
TERTIARY TREATMENT
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided?
(Yes or No)
Aerobic Zones/
Circular
ft diameter; ft
Tanks
(Parallel; in
gallons
Anoxic Zones/
Rectangular
square feet; ft
Tanks
gallons
Anaerobic
(Gas;
gallons
Zones/Tanks
tablet; liquid)
square feet
Sequencing Batch
--
gallons
Reactor (SBR)
--
gallons
Membrane
--
gallons
Bioreactor (MBR)
gallons
Secondary Clarifier
Circular
ft diameter; ft
side water depth
Secondary Clarifier
Rectangular
square feet; ft
side water depth
Other
TERTIARY TREATMENT
4. DISINFECTION
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided?
(Yes or No)
Tertiary Clarifier
Circular
ft diameter; ft
Ultraviolet Light
(Parallel; in
side water depth
Tertiary Clarifier
Rectangular
square feet; ft
side water depth
Tertiary Filter
(Gas;
square feet
Tertiary Membrane
tablet; liquid)
square feet
Filtration
Post -Treatment
--
gallons
Flow Equalization
Post -Aeration
gallons
Other
4. DISINFECTION
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 9
No. of
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided?
(Yes or No)
gal/day per bank at
Ultraviolet Light
(Parallel; in
peak hourly flow;
series)
number of banks;
number of lamps/bank
Chlorination
(Gas;
gallons of contact
tablet; liquid)
tank/unit
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 9

Water Resources
ENVIRONMENTAL QUALITY
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
Dechlorination
No. of
(Gas;
gallons of contact
Plan Sheet
Specification
Calculations
Treatment Unit
Units
tablet; liquid)
tank/unit
Reference
Reference
Provided?
5. RESIDUALS TREATMENT
6. PUMP SYSTEMS (include influent, intermediate, effluent, major recycles, waste sludge, thickened waste sludge and plant
drain pumps)
Location
No. of
Purpose
Type
Plan Sheet
Specification
Calculations
Treatment Unit
Units
Type
Size per Unit
Reference
Reference
Provided?
(Yes or No)
Gravity Thickening
square feet; ft side
Tank
water depth
Mechanical
Thickening/
dry Ib/hour
Dewatering
Aerobic Digestion
gallons
Anaerobic
gallons
Digestion
Composting
dry Ib/hour
Drying
dry Ib/hour
Other
6. PUMP SYSTEMS (include influent, intermediate, effluent, major recycles, waste sludge, thickened waste sludge and plant
drain pumps)
Location
No. of
Pumps
Purpose
Type
Capacity of
each pump
Plan Sheet
Reference
Specification
Reference
GPM
TDH
7. MIXERS
Location
No. of
Mixers
Purpose
Type
Power of
each MP ixer
plan Sheet
Reference
Specification
Reference
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 10

Water Resources
ENVIRONMENTAL QUALITY
8. BLOWERS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
Location
No. of
Blowers
Purpose
Type
Capacity of
each BIIloo) er
(CF
Plan Sheet
Reference
Specification
Reference
Treatment/Storage
Design? If "No", identify
Unit
Setback Waivers in Item D.2
Below
Any habitable residence or place of assembly under separate
100 ft
® Yes
❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source
100 ft
® Yes
❑ No
Surface waters (streams — intermittent and perennial, perennial
50 ft
® Yes
❑ No
waterbodies, and wetlands)
Any well with exception of monitoring wells
100 ft
® Yes
❑ No
Any property line
50 ft
® Yes
9. ODOR CONTROL
Location
No. of
Units
Purpose
Type
Plan Sheet
Reference
Specification
Reference
Setback Parameter
Treatment/Storage
Design? If "No", identify
Unit
Setback Waivers in Item D.2
Below
Any habitable residence or place of assembly under separate
100 ft
® Yes
❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source
D. SETBACKS — COMPLETE FOR NEW WASTEWATER TREATMENT STRUCTURES
The minimum distance for each setback parameter to the wastewater treatment/storage units per 15A NCAC 02T .0506(b
are as follows:
Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ® No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑ Yes or ❑ No. If
no, provide an explanation:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 11
Minimum Distance
Is Minimum Distance
Required from Nearest
Requirement met by the
Setback Parameter
Treatment/Storage
Design? If "No", identify
Unit
Setback Waivers in Item D.2
Below
Any habitable residence or place of assembly under separate
100 ft
® Yes
❑ No
ownership or not to be maintained as part of the project site
Any private or public water supply source
100 ft
® Yes
❑ No
Surface waters (streams — intermittent and perennial, perennial
50 ft
® Yes
❑ No
waterbodies, and wetlands)
Any well with exception of monitoring wells
100 ft
® Yes
❑ No
Any property line
50 ft
® Yes
❑ No
Have any setback waivers been obtained per 15A NCAC 02T .0506(d)? ❑ Yes or ® No. If yes, have these waivers been
written, notarized and signed by all parties involved and recorded with the County Register of Deeds? ❑ Yes or ❑ No. If
no, provide an explanation:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 11

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENV4PONmLN I AL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
SECTION 5: APPLICATION CERTIFICATION BY PROFESSIONAL ENGINEER
Professional Engineer's Certification per 15A NCAC 02T.0105:
I, John F. Phillips , attest that this application package for an Authorization to Construct
(Typed Name of Professional Engineer)
for the Zooland Family Campground
(Facility and Project Name)
was prepared under my direct supervisory control and to the best of my knowledge is accurate, complete and consistent
with the information supplied in the engineering plans, specifications, calculations, and all other supporting
documentation for this project. I further attest that to the best of my knowledge the proposed design has been
prepared in accordance with all applicable regulations and statutes, 15 NCAC 02H. 0100. 15A NCAC 02T, North Carolina
General Statute 133-3, North Carolina General Statute 143-215.1 and Division of Water Resources Minimum Design
Criteria for NPDES Wastewater Treatment Facilities, and this Authorization to Construct Permit Application, except as
provided for and explained in Section 4.13.1 of this Application. I understand that the Division of Water Resources'
issuance of the Authorization to Construct Permit may be based solely upon this Certification and that the Division may
waive the technical review of the plans, specifications, calculations and other supporting documentation provided in this
application package. I further understand that the application package may be subject to a future audit by the Division.
Although certain portions of this submittal package may have been prepared, signed and sealed by other professionals
licensed in North Carolina, inclusion of these materials under my signature and seal signifies that I have reviewed the
materials and have determined that the materials are consistent with the project design.
I understand that in accordance with 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 $1.0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal with written signature placed over or adjacent to the seal and dated:
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 12

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Resources
ENVIRONMENTAL QUALITY APPLICATION FOR AUTHORIZATION TO CONSTRUCT PERMIT (FORM ATC -12-14)
SECTION 6: APPLICATION CERTIFICATION BY APPLICANT
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Alec Chaplin, Jr,, Owner, attest that this application package for an Authorization to Construct
(Typed Name of Signature Authority and Title)
for the Zooland Family Campground
(Facility and Project Name)
has been reviewed by me and is accurate and complete to the best of my knowledge, 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. I further certify that in
accordance with 15A NCAC 02T .0120(b), the Applicant or any affiliate has not been convicted of environmental crimes,
has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all
appeals have been abandoned or exhausted, are compliant with any active compliance schedule, and does not have any
overdue annual fees.
I understand that the Division of Water Resources' issuance of the Authorization to Construct Permit may be based
solely upon acceptance of the Licensed Professional Engineer's Certification contained in Section 5, and that the Division
may waive the technical review of the plans, specifications, calculations and other supporting documentation provided
in this application package. I further understand that the application package may be subject to a future audit.
I understand that in accordance with 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 ex ed $10,0 as well as civil penalties up to $25,000 per violation.
Signature: Date:
THE COMPLETED APPLICATION AND SUPPORTING INFORMATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES/NPDES
By U.S. Postal Service By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET, 9TH FLOOR
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
Application for Authorization to Construct Permit (FORM ATC -12-14) Page 13

PART 1 OF THE MOST RECENT NPDES PERMIT,
INCLUDING PART A

Permit NCO089052
PART I
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expansion above
0.006 MGD, or expiration, the Permittee is authorized to discharge treated wastewater from outfall
001. Such discharges shall be limited and monitored) by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Parameter Code
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location2
Flow 50050
0.006 MGD
Continuous
Recording
Influent or
Effluent
BOD, 5 -day (20°C) (Apr. 1— Oct. 31) C0310
5.0 mg/L
7.5 mg/L
Weekly
Grab
Effluent
BOD, 5 -day (20°C) (Nov. 1— Mar. 31) C0310
10.0 mg/L
15.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N (Apr.1— Oct. 31) C0610
3.5 mg/L
17.5 mg/L
2/ Month
Grab
Effluent
NH3 as N (Nov.1 — Mar. 31) C0610
7.0 mg/L
35.0 mg/L
2/ Month
Grab
Effluent
Dissolved Oxygen 00300
Daily average >_ 6.0 mg/L.
Weekly
Grab
Effluent
Fecal Coliform (geometric mean) 31616
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Temperature (°C) 00010
Monitor & Report
Weekly
Grab
Effluent
pH 00400
>_ 6.0 ands 9.0 standard units
Weekly
Grab
Effluent
Dissolved Oxygen 00300
Monitor & Report
Weekly
Grab
Upstream &
Downstream
Temperature 00010
Monitor & Report
Weekly
Grab
Upstream &
Downstream
pH 00400
Monitor & Report
Weekly
Grab
Upstream &
Downstream
Footnotes:
1. No later than June 1, 2015 (270 days from the effective date of this permit), begin submitting
discharge monitoring reports electronically using NC DWR's eDMR application system. See
Condition A. (3.).
2. Upstream = at least 100 feet upstream from the outfall. Downstream = at NCSR 1127.
There shall be no discharge of floating solids or foam visible in other than trace amounts.
Page 3 of 7

Permit NCO089052
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the submittal of an Engineer's Certificate and lasting until expiration,
the Permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be
limited and monitored) by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Parameter Code
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location2
Flow 50050
0.017 MGD
Continuous
Recording
Influent or
Effluent
BOD, 5 -day (20°C) (Apr. 1 — Oct. 31) C0310
5.0 mg/L
7.5 mg/L
Weekly
Grab
Effluent
BOD, 5 -day (20°C) (Nov, 1— Mar. 31) C0310
10.0 mg/L
15.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N (Apr. 1— Oct. 31) C0610
1.9 mg/L
9.5 mg/L
2/ Month
Grab
Effluent
NH3 as N (Nov. 1— Mar. 31) C0610
7.0 mg/L
35.0 mg/L
2/ Month
Grab
Effluent
Dissolved Oxygen 00300
Daily average >_ 6.0 mg/L.
Weekly
Grab
Effluent
Fecal Coliform (geometric mean) 31616
200 / 100 ml
400 / 100 ml
Weekly
Grab
Effluent
Temperature (°C) 00010
Monitor & Report
Weekly
Grab
Effluent
pH 00400
>— 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Dissolved Oxygen 00300
Monitor & Report
Weekly
Grab
Upstream &
Downstream
Temperature 00010
Monitor & Report
Weekly
Grab
Upstream &
Downstream
pH 00400
Monitor & Report
Weekly
Grab
Upstream &
Downstream
Footnotes:
1. No later than June 1, 2015 (270 days from the effective date of this permit), begin submitting
discharge monitoring reports electronically using NC DWR's eDMR application system. See
Condition A. (3.).
2. Upstream = at least 100 feet upstream from the outfall. Downstream = at NCSR 1127.
There shall be no discharge of floating solids or foam visible in other than trace amounts.
Page 4 of 7

Permit NCO089052
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section E. (5.) (a)1
Beginning no later than June 1, 2015 (270 days from the effective date of this permit), the permittee
shall begin reporting discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation
(CROMERR), permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the
facility being physically located in an area where less than 10 percent of the households have
broadband access, then a temporary waiver from the NPDES electronic reporting requirements may
be granted and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3)
or alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty (60) days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be
valid for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted
electronically to the Division unless the permittee re -applies for and is granted a new temporary
waiver by the Division.
Page 5 of 7

Permit NCO089052
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS, continued
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.nedenr.org/web/w
A/admin/bog/ipu/edmr
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
2. SiLynatory Requirements [Supplements Section B. (11.) (b) and supersedes Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part
II, Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
http : //portal.nedenr. org/web/wq/admin/bo g/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall
make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations. "
3. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR ,
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
Page 6 of 7

Permit NC0089052
ZOOLAND FAMILY CAMPGROUND
Receiving Stream: Little RiverDrainage Basin: Yadkin
Latitude: 35° 36'05N N Longitude: 79° 50' 58" W
Sub -Basin: 03-07-15 Permitted Flow: 0.006 MGD
to 0.017 MGD
State Grid / USGS Quad: E19SE/ Seagrove NC Stream Class: C
Page 7 of 7
Facility�fr�
� N
Location
not to scale
NorthPPDRandolph
ES Permit NC0089052
County

BUOYANCY CALCULATION

BUOYANCY CALCULATIONS
(use 150 pounds/cubic foot for reinforced concrete)
Assume groundwater to be at the top of the tank, and no soil friction on walls
Tank to have avers a soil cover 35 inches thick
Zooland Campground Page 1 of 1 Tank Buoyancy Calculations
8,000 Galton
Pump
Tank (H-20
rated)
Tank Dimensions:
Length
21.33
feet
t11111111111/j�I�
CARp��,,�,,
Width
Height
11.33
7.83
feet
feet
,%.���`e'�
;tea F�SSlp'
Wall Thick.
8.00
inches
= I��'; _
Slab Thick
8.00
inches
I :f13
Volume, in
,,'I!lfllijfi►►�``'*
Length
Width/Height
Thickness
in feet)
(in feet)
in inches
cubic feet
161.11
161.11
43.30
43.30
92.38
92.38
29.97
Top slab
21.33
11.33
8.00
Bottom slab
21.33
11.33
8.00
End wall
10.00
6.50
8.00
End wall
10,00
6.50
8.00
Side wall
21.33
6.50
8.00
Side wall
21.33
6.50
8.00
Baffle wall
10.00
1 6.00
6.00
Total Concrete Volume, in cubic feet
623.56
Weight of Concrete = 93,534
pounds
Weight of Soil Cover on Tank (submerged soil whet down force = 120-62.4 = 58 PCF):
35 in. soil at 58 PCF 40,882
pounds
Less area of risers
35 in. soil times two 2' diameter risers - (1,880)
pounds
Plus 4 inch thick riser walls, 36 inches high =
=(1.33"2-1"2)*3.14159*36112*150 1,087
pounds
Total Downforce, ignoring soil friction =
133,623
pounds
Volume of Water Displaced by tank = Length x Width x Submerged height
= 21.33 * 11.33 * 7.83 =
1,892
cubic feet
Uplift = Volume Displaced x 62.4 PCF weight of water =
118,077
pounds
Factor of safety against flotation for empty tank =
1.13
Zooland Campground Page 1 of 1 Tank Buoyancy Calculations

CONSTRUCTION PLAN, WITH SPECIFICATIONS AND
CONSTRUCTION SEQUENCE ON THE PLAN

FENCE NOTE
I
I / /
CONTRACTOR SHALL REMOVE EXISTING FENCE AS NECESSARY TO INSTALL l % EXISTING UTILITIES NOTE
NEW 8,000 GAL F.E. TANK AND RE—INSTALL TO ORIGINAL CONDITION. l I
TEMPORARY FENCING SHALL BE USED TO SECURE TREATMENT SYSTEM l I CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
SITE WHENEVER CONTRACTOR IS NOT PRESENT ONSITE. PRIOR TO BEGINNING CONSTRUCTION.
� / I
TBM-100.00'
ASSUMED ELEVATION
ON REBAR SITE PLAN
SCALE: 1 "= 20'
TANK NOTES
Z
21'-4"
8"
20'-0"
8"
6'-6"
6»
A
L
-------------------------------
I I I I
I VULCAN V-1384 RING AND
I COVER ON PRE—CAST CONC. I
I I I I
I RISER OVER 24"0 ACCESS
I OPENING (TYP. OF 2;
I I I
I I I
I I I
I I I
I; -------
A' I I
I I
8,000 GAL. PUMP TANK
FOR FLOW EQUALIZATION
I I
I I I
t,
I \- ---
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I LINKSEAL MODEL LS -300—S316-10
I I I I
I (TYP. EACH END OF PIPE)
L ---------------------L-------- —------------ -----J
--------- -- --
4" SCH. 80 PVC — SET LEVEL
INV. EL. 3" ABOVE BOTTOM OF
EXIST. 2,000 GAL. F.E. TANK
II
I'I
------------------------------�
r I
----
1. THE FLOW EQUALIZATION TANK SHALL BE AN 8,000 GALLON PRECAST CONCRETE PUMP TANK AS MANUFACTURED BY SHOAF PRECAST INCORPORATED, LINDSAY PRECAST (FORMERLY
STAY -RIGHT PRECAST), OR APPROVED EQUAL. THE JOINTS FOR THE PRECAST TANK SHALL BE KEYED AND SEALED WITH A BUTYL RUBBER SEALANT ROPE, SIZE AND NUMBER AS
DETERMINED BY THE APPROVED STANDARD FOR THAT TANK. JOINTS SHALL BE FURTHER SEALED WITH HYDRAULIC CEMENT. TANK SHALL HAVE A 24" DIAMETER MANHOLE RING AND
COVER, AND a PRECAST CONCRETE RISER OVER EACH OF THE TWO ACCESS OPENINGS, AS SHOWN ON THE PLANS.
2. THE 24" DIAMETER MANWAYS SHALL UTILIZE A VULCAN V-1384 MANHOLE RING AND COVER, OR APPROVED EQUAL. MANWAYS SHALL BE ADJUSTED TO 3" ABOVE FINISHED GRADE WITH
PRECAST RISER PIECES. EACH RISER SHALL BE SEALED TO THE TANK USING A MASTIC SEALANT ROPE AND HYDRAULIC CEMENT. EACH RISER JOINT SHALL BE SEALED IN A SIMILAR
MANNER.
3. THE MANHOLE RINGS SHALL BE BEDDED IN A MASTIC SEALANT ON TOP OF THE PRECAST RISERS, AND SHALL BE SECURED TO THE RISERS USING 5/8" (MINIMUM) DIAMETER STAINLESS
STEEL CONCRETE EXPANSION ANCHORS, WASHERS AND NUTS.
4. THE TANK SHALL HAVE A NC DHHS (FORMERLY DEH) APPROVAL, AND SHALL BEAR THE APPROVAL NUMBER ON THE TANK EXTERIOR. THE TANK SHALL BE PROVIDED WITH OR WITHOUT
AN INTERIOR BAFFLE, PER THE MANUFACTURER'S STANDARD FOR THE SPECIFIED TANK.
5. THE TANK SHALL BE PLACED ON FIRM, UNYIELDING SUBGRADE THAT HAS BEEN COVERED WITH 6" OF WASHED STONE FOR LEVELING PURPOSES. EACH JOINT IN THE PRECAST TANK AND
RISER SHALL BE COVERED ON THE EXTERIOR OF THE TANK WITH CONSEAL CS -212 JOINT WRAP. THE JOINTS SHALL FIRST BE COATED WITH THE RECOMMENDED CONSEAL PRIMER, THEN
WRAPPED WITH 12" WIDE CS -212 EXTERIOR JOINT WRAP.
6. PRIOR TO BACKFILLING, THE CONTRACTOR SHALL TEST THE TANK BY APPLICATION OF A NEGATIVE AIR PRESSURE (VACUUM) TEST. TANK SHALL BE PREPARED FOR THE TEST BY SEALING
ALL PIPE AND MANWAY OPENINGS IN THE TANK. THE VACUUM PRESSURE SHALL BE GRADUAllY APPLIED UNTIL A VACUUM PRESSURE OF 4 INCHES OF HG (MERCURY) IS REACHED. THE
VACUUM PUMP SHALL THEN BE STOPPED, AND THE PRESSURE OBSERVED FOR 5 MINUTES. THE TANK PASSES THE VACUUM TEST IF THE TANK HOLDS AT LEAST 90% OF THE VACUUM
PRESSURE AT THE END OF THE 5 -MINUTE PERIOD. AT THE CONCLUSION OF THE TEST, THE VACUUM PRESSURE SHALL BE 67RADUAllY RELEASED. A WRITTEN REPORT OF THE TANK'S
TEST SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER.
7. THE CONTRACTOR SHALL THEN CORE DRILL THE REQUIRED OPENING FOR THE PIPE INTERCONNECTION TO THE EXISTING EQUALIZATION TANK. WHEN THIS IS DONE, THE EXISTING
TANK SHALL BE PUMPED OUT, AS DESCRIBED IN STEP 2 OF THE CONSTRUCTION SEQUENCE,
8. THE TANK SHALL BE BACKFILLED CAREFULLY WITH MATERIAL THAT IS COMPACTED TO A 98% STANDARD PROCTOR DENSITY, REFER TO THE CONSTRUCTION SEQUENCE FOR ADDITIONAL
BACKFILL REQUIREMENTS.
ZIP IAIAI
U IVU. J/ JI VIVL
SECTION A
SCALE: 8"= 1 '-0"
;IST. 2,000 GAL.
F F TANTK
FLOW EQUALIZATION
PUMPS
I
--------------------
r LV vv EQUALIZATION
PUMP PANEL
EXIST. 4'_PVC
L
0
VICINITY MAP
NO SCALE
--————————— — — — — —I I —
I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I
EXIST. 8,000 GAL.
t1l
SEPTIC TANK
;�---
POLYLOK PL -525 ----------------
EFFLUENT
- ---EFFLUENT FILTER
I
LOCKABLE
ALUMINUM
HATCH I
ItI
I
I I I I I I
I I I I
L -------------------- -----------------------------------------
ENLARGED PLAN
SCALE: 8"= 1 '—D"
V IVU. J/ JI VIVL
NOTE
CONTRACTOR TO VERIFY THE FLOOR ELEVATION OF
THE EXISTING F.E. TANK, AND THEN INSTALL THE
NEW TANK WITH THE SAME FLOOR ELEVATION.
8,000 GAL. F.E. TANK -SECTION
SCALE: $"= 1'-0"
ISI
J
EXIST. 6" PVC
------
CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL INSTALL THE NEW 8,000 GALLON FLOW EQUALIZATION TANK AND CORE THE REQUIRED
6 -INCH DIAMETER OPENING IN THE TANK WALL.
2. THE CONTRACTOR SHALL HAVE A SEPTAGE HAULER EMPTY THE EXISTING 2,000 GALLON FLOW EQUALIZATION
TANK, AND REMOVE WASTEWATER FROM THE EXISTING 8,000 GALLON SEPTIC TANK AS REQUIRED TO ALLOW THE
CONTRACTOR TO CORE THE REQUIRED 6 -INCH DIAMETER OPENING IN THE 2,000 GALLON TANK WALL (WITH THE
2,000 GALLON TANK REMAINING EMPTY DURING THIS PROCESS).
3. THE CONTRACTOR SHALL THEN INSTALL THE 4 -INCH DIAMETER SCHEDULE 80 PVC PIPE AND THE TWO LINK
SEALS. THE LINK SEALS SHALL BE INSTALLED AND TIGHTENED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
4. THE TANKS SHALL THEN BE PUT BACK INTO SERVICE. THE EQUALIZATION PUMPS SHALL BE SWITCHED "OFF", TO
ALLOW THE TANKS TO FILL. THE 4 -INCH PIPE SHALL NOT BE BACKFILLED UNTIL THE TANKS ARE AT LEAST 50%
FILLED AND NO LEAKAGE IS OBSERVED AT EITHER TANK PENETRATION. IF LEAKAGE IS OBSERVED THE TANKS
DESIGN
JFP
DRAWN
JLB
CHECKED
JFP
SCALE
AS SHOWN
FILE
ZRVR—FER1
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w
IL
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z
Q � �
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0
0
N
SHALL BE PUMPED OUT AND THE CONTRACTOR SHALL MAKE REPAIRS AS REQUIRED TO STOP ALL LEAKS. Q
x
5. AFTER SUCCESSFULLY COMPLETING THE LEAK TEST, THE EQUALIZATION PUMPS SHALL BE RETURNED TO SERVICE.
6. STEPS 2 THROUGH 5 ABOVE SHALL BE FULLY COORDINATED WITH THE TREATMENT PLANT OPERATOR, AND SHALL
BE DONE AT A TIME AND DAY SELECTED BY THE OPERATOR.
W
R-,
Q
FINAL DRAWING — W
C�
FOR REVIEW
PURPOSES ONLY —
NOT RELEASED FOR w
CONSTRUCTION ' 7
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