NC0033251_Rescission_20200923

Weaver, Charles
From: Weaver, Charles
Sent: Wednesday, September 23, 2020 9:39 AM
To: '[e-mail]'
Cc: Boss, Daniel J; Davidson, Landon
Subject: rescission of NPDES permit NC0033251 / Camp Highlander WWTP
Importance: High
The Division received your agency's request to rescind the subject permit. We do not object to this
request.
NPDES permit NCO033251 is hereby rescinded, effective immediately. This message is to close the
permit file for the Division, and for your records.
If in the future your facility wishes to discharge wastewater to the State's surface waters, it
must first apply for and receive a new NPDES permit.
If you have any questions concerning this matter, simply reply to this message.
PLEASE NOTE: as part of the Division's conversion to paperless communication, this email is the
only notification you will be sent regarding the permit rescission. No hard copy will be mailed.
Charles H. Weaver
Environmental Specialist
N.C. DEQ / Division of Water Resources
919-707-3616
charles.weaver(@ncdenr.gov
(mailing address) 1617 Mail Service Center, Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
1

Weaver, Charles
From: Microsoft Outlook
To: '[e-mail]'
Sent: Wednesday, September 23, 2020 9:39 AM
Subject: Relayed: rescission of NPDES permit NC0033251 / Camp Highlander WWTP
Delivery to these recipients or groups is complete, but no delivery notification was sent by the
destination server:
'[e-mail]' ([e-mail])
M
Subject: rescission of NPDES permit NC0033251 / Camp Highlander WWT

Weaver, Charles
From: Boss, Daniel J
Sent: Tuesday, September 22, 2020 2:55 PM
To: Weaver, Charles
Cc: Bryan Fitzgerald; Davidson, Landon
Subject: Please rescind permit NC0033251 Camp Highlander WWTP
Attachments: Subsurface Permit.pdf; 05-090408-0001.pdf
Hi Charles,
I just did an inspection of NC0033251. The WWTF hasn't been used in 10 years and the pipes are disconnected from the
camp plumbing. They have an installed subsurface drip system now that's been permitted by Henderson County
(attached).
Mr. Fitzgerald said he doesn't need this permit anymore and would like it rescinded.
Thanks,
Daniel Boss
Assistant Supervisor- Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ- Division of Water Resources
Office Phone: [phone]
Email: [e-mail]
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
1

HENDERSON COUNTY DEPARTMENT OF PUBLIC HEALTH
OPERATIONS PERMIT-zSSul D
Owner `, OVC -Sane l t ey t4C 6L(_ Date ' i a0 tto
Property Address r{ a Dc k�, r-a
Septic Tank Installer ';;)+d Cert #
Lot No. Development O,on 1 �q A- e (
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No. Bedrooms Design Flow I
No. Employees — Lot Size 1u(
Installer's Signature jJkFS
Installation: Date: 64 - 3 to
Final Issued By• l c� • r CRC -
VALID ONLY FOR USE AS DESCRIBED ABOVE
DRAWING NOT TO SCALE
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Permit Number
Associated Permits
WI- Comm .06"
System Classification Pro A�f Sub Dtap
System Type Vs 0-
Quantity/Linear Footage 16,094
Tank Size 65r__7 PLIP10
Drainfield " ' ` Sq.Ft.
Min. System Review Frequency
Saprolite ❑ yes G-no
See Attached Wastewater Collection, Treatment
And
Subsurface Disposal System Operation Permit

Wastewater Collection, Treatment and
Subsurface Disposal System Operation Permit
In accordance with the provisions of Article 11 of Chapter 130A, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Karl Alexander
Camp Highlander
rOR THE
operation of 12,000 GPD wastewater collection, treatment and disposal system. The collection,
treatment and disposal system consists of two 3,000 gallon existing septic tanks in series; 1-3,360
gallon pump tank; duplex control panel pumping system, on/off timer controls, and audible/visible
high water alarm system; two 3-inch force mains 6-3,000 gallon septic tanks in series [with 2 Zabel
A300-12x36-VC effluent filters in the final septic tank]; 2-5,400 gallon recirculation tanks; 1-5,400
gallon filter bed dosing tank; 16 EZ Treat Model 650 pods and associated appurtenances; 2-5,400
gallon pump tanks; duplex control panel pumping system, on/off timer controls, and audible/visible
high water alarm system; one 3-inch supply line, drip irrigation headworks box and associated
appurtenances; and 4 subsurface drip irrigation fields (18,094 linear feet total) with no discharge of
wastes to the ground surface or to surface waters, pursuant to the application received June 18, 2008
and in conformity with the project plan, specifications, and other supporting data previously filed
and approved by the Henderson County Department of Health Department (Local Health
Department) and the Department of Environment and Natural Resources (DENR) and considered a
part of this permit.
This permit shall be effective from the date of issuance until April 20, 2021 (five year operating
period) and shall be subject to the following specified conditions and limitations:
1. PERFORMANCE STANDARDS
1. The owner is subject to all provisions of Article 11 of Chapter 130A of the General Statutes
and 15A NCAC 18A .1900 et.seq. The owner is especially referred to Rules .1935
(29,31), .1937 (d,e), .1938(g),.1.945(a,b), .1950(a through I), .1961 (a through d), .1965,
.1967 and .1968.
2. All tenants are prohibited from operating a garbage disposal or grinder.

3. All tenants are prohibited from disposing of any chemical cleaners or any other
potentially inhibitory/interfering substance into the wastewater system, including but not
limited to quaternary ammonia compounds. Except for meeting the conditions for
sanitizing as set forth in the permit issued by Henderson County Department of Public
Health for the Summer Camp.
4. The facility is prohibited from disposing of out-of-date or damaged food goods into the
wastewater system, including but not limited to milk, ice cream, juice, and soft drinks.
5. The Permittee shall keep the plumbing in the facility in good repair and eliminate leaks,
drips, or excess flows as they occur. Use of low flow fixtures and water conservation is a
condition of this permit, and must be continued for the life of this system.
6. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwater resulting from the operation of this facility.
7. The wastewater treatment and disposal facilities shall be effectively maintained and
operated at all times so that there is no discharge to the ground surface or to surface waters.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions or failure of the subsurface disposal area to adequately assimilate the
wastewater, the Permitee shall take immediate corrective actions including those actions
that may be required by the Local Health Department, such as the construction of
additional or replacement wastewater treatment and disposal facilities, upon receipt of a
repair permit
8. Residuals generated from these treatment facilities must be treated and disposed in
accordance with the Federal Regulations codified in 40 CPR 503 and in a manner approved
by the Division of Solid Waste.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be effectively maintained and operated as a sub -surface disposal system
to prevent the discharge of any wastewater to the ground surface or surface waters resulting
from the operation of this facility. The Permittee is responsible for operating and
maintaining the septic tanks and pump tanks of the owners, in addition to the pressure
sewer and all subsequent parts of the treatment and disposal system.
2. This system is classified as a Type VIa subsurface system. The Owner shall contract with
or employ a certified subsurface system operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a valid certificate at all times as a
Certified Subsurface Systems Operator. The Owner must also contract with/employ a
certified back-up operator and comply with the conditions of 15A NCAC 8A .0202. The
ORC must visit the facility/system at least twice a week when the system is energized and
the facilities are prepared for operation and until the facility/system is closed for the season.
The ORC must visit the facility/system after it is closed at least twice to ensure that no
components have been damaged due to storms, wildlife, or other occurrences. The ORC
must properly manage and document operation and maintenance of the system and must
comply with all other conditions of 15A NCAC 8A .0202. The Owner must submit a letter
to the Local Health Department, which designates the Operator in Responsible Charge
prior to Operation Permit issuance, and within thirty (30) days upon any changes.

3. Gravity collection system and effluent supply lines shall be inspected at least bimonthly by
walking the lines and checking for settlement, leakage, or wet areas. The collection system
shall be maintained as follows:
• Visual inspections of manholes and connecting sewer lines and shall be.
conducted at least bimonthly, and the septic -tank inlet during every monthly ORC
inspection.
• If visible accumulation of sewage is evident, it shall be washed thoroughly
with fresh water into the sewer lines/septic tank.
• If accumulation of solids has not been removed by flushing, then the lines shall be
rodded with appropriate sewer line cleaning equipment.
• A log of inspections that shows the date of inspection, condition of segment, and
maintenance undertaken shall be maintained.
• Any additional clogging of these lines shall be remedied on an as -needed
maintenance. All emergency maintenance shall be noted in the inspector's log.
• Any spills of sewage shall be immediately reported to the Henderson County
Department of Public Health at [phone].
4. The septic tanks and grease tanks shall be inspected bi-weekly for influent/effluent line
blockage, tank leakage, structural integrity, condition of the baffles, effluent filters and
tees, and solids accumulation. Blockages or leaks shall be repaired. The effluent filters
shall be cleaned whenever the tanks are pumped, or as otherwise needed, and repaired or
replaced if necessary. The septic tanks (both chambers) shall be pumped annually, when
the solids level exceeds one-third of the liquid capacity of the tank in the inlet chamber, or
as otherwise determined necessary by the ORC or the LHD. The grease interceptors shall
be pumped out semi-annually, or as otherwise approved by the Henderson County
Department of Public Health. Ground surface around the tanks shall be inspected for areas
of settling or pending of surface water. These areas are to be re -landscaped, as needed.
5. The recirculation tanks and pump tanks shall be inspected bi-weekly for proper operation,
leaks and solids accumulation. Leaks shall be repaired and solids removed whenever the
septic tank is pumped or as otherwise found to be necessary. Pumps, controls, floats, and
alarms shall be checked for proper operation. All components of the pump/control systems
shall be kept in compliance with design standards. Pump elapsed time and cycle counter
readings shall be recorded and evaluated to ascertain proper pump cycling.
6. The EZ Treat pods shall be in service at all times and shall have media in accordance with
approved design specifications or approved modifications. Surface debris shall be
manually removed as needed but at least [monthly. The operating pressure in the pods shall
be monitored bi-weekly. The EZ Treat pods for the fats, oil, and grease removal system
shall be inspected at least once a week and the mattresses should be cleaned or changed out
as needed.
7. Pump flow rates to the dripfields shall be tested at least two (2) times per year by the
following method:
• Determine depth of water in pump tanks, by measuring difference in depth from
top of riser to bottom of the tank, mimes depth to liquid surface. Determine
depth of liquid in tank.
• Run pumps from three (3) to five (5) minutes.
• Re -measure depth of liquid in tanks and similarly determine gallons of water
pumped based upon gallons/inch drawdown. Compute pump rate in gallons per
minute from drawdown volume divided by pump run time.

• Compare design/startup filter pumping rates to measured pumping rates. If
necessary, make adjustments to the timer controls and pump on -off levels to
deliver design dose volumes to filters and to drainfields each dosing cycle.
8. Drainfields shall be inspected at least monthly for seepage or saturation, surface water
ponding or settled ground surface, broken pipes, maintenance of vegetation, protection
from traffic, and diversion of surface water, The owner/operator shall be responsible for
assuring any broken pipe, manifold tap, cleanouts, etc., are repaired within 48 hours of
becoming aware of such a problem.
9. A suitable, year-round vegetative cover shall be maintained on the disposal areas. The
grass height should be no longer than six inches. Clippings and other landscape debris
shall be removed from the disposal area as needed to prevent thatch buildup. No traffic
or other equipment shall be allowed on the disposal fields, with the exception of
mowing equipment, without the permission of the operator and Henderson County
Department of Public Health. The application of chemicals to the distribution fields is
prohibited.
10. All event counters and runtimers shall be recorded weekly. This log shall be maintained
on -site.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater surface water, soil or plant tissue analyses)
deemed necessary by the Local Health Department to ensure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be
followed.
2. As an indicator of proper operation and maintenance, the facility shall produce an
effluent in compliance with the following limitations:
Parameter Monthly Average "
Flow 12,000 OPD
CBOD (5-day, 20°C) <10 mg/1
Total Suspended Solids <10 mg/l
Ammonium Nitrogen (NH4 —N) <10 mg/1
Total Nitrogen <20 mg/L or >60%
Fecal Coliform <1,000 colonies/100 mL
The effluent pH shall not be less than 6.0 standard units or greater than 9.0 standard units.
" Monthly averages for all shall be the arithmetic mean of all samples collected during the
reporting period.
The effluent from the subject facilities shall be monitored, by the Permittee, from the final
pump tank for the following parameters:

Parameter Sampling Point Sampling Frequency Type of Sample _
C13OD (5-day, 20°C)
Effluent
1/Year
Grab
TSS
Effluent
1/Year
Grab
Fecal Coliform
Effluent
1/Year
Grab
Ammonium Nitrogen
Effluent
1/Year
Grab
Total Nitrogen
Effluent
1/Year
Grab
pI-I
Effluent
1/Year
Grab
All effluent sampling, preservation and analysis must be completed in accordance with the
requirements of 40 CFR 136 and at a wastewater lab certified by the state of North Carolina for the
specific analysis.
3. Two (2) copies of all effluent monitoring data shall be submitted on or before the last day of the
following month that the sample was collected. All information shall be submitted to the following
address:
Environmental Health Division
Henderson County Department of Public Health
1200 Spartanburg Hwy., Suite 100
Hendersonville, NC 28792
4, Two (2) copies of the operator inspection reports shall be submitted on or before the last day of
January, April, July, and October and must include the inspection reports for the previous quarter.
This report must include the inspections of all parts of the wastewater collection, treatment and
disposal system. An effluent data summary table shall also be included in the report. All
information shall be submitted to the following address:
Environmental Health Division
Henderson County Department of Public Health
1200 Spartanburg Hwy., Suite 100
Hendersonville, NC 28792
5. An on -site record shall be maintained of all residuals removed from this facility. This record shall
include the name of the hauler, permit authorizing the disposal or a letter from a municipality
agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed.
6. A maintenance log shall be maintained at this facility including but not limited to the following
items:
a. Sampling Results
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance.
d. Dates pod distribution laterals are cleared of solids, manifolds are inspected and pressure head
checked/adjusted.
e. Results of wastewater delivery rate and dosing volume measurements, and any adjustments
made to filter or drainfield timer control settings.
f. Dates, times, and duration of site visits.
7. Noncompliance Notification:
The Permittee shall report by telephone to the Henderson County Department of Public health,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on
the next working day following the occurrence or first knowledge of the occurrence of any of the
following:

a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of food waste; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable
of adequate wastewater treatment such as mechanical or electrical failures of pumps, fans,
etc.
C. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to ground surface or receiving waters without treatment of all or any portion of the
influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur. When repairs are
needed in accordance with NCGS 130A-334(9)(a) and 15A NCAC 18A .1961(c), the permitted
must obtain a repair permit from the Local Health Department prior to making the repair.
IV. GROUNDWATER REQUIREMENTS
1. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2I., Groundwater Classifications and Standards. The Compliance Boundary
for disposal systems constructed after December 31., 1983 is established at the property
boundary. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action in addition to the
penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
V.
I .The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health,
or a nuisance. The Permittee shall keep an inspection log or summary including at least
the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be maintained by
the Permittee for a period of three years from the date of the inspection and shall be made
available upon request to the Local Health Department or other permitting authority.
2.Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
ensure proper operation of the subject facilities.

Any duly authorized officer, employee or representative of the Local Health
Department or DENR may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site or facility at a reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that must
be maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or influent wastewater or effluent wastewater.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. An Administering, Inspection and Compliance fee may be established by the Henderson
County Board of Health or DENR.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Local Health Department or DENR.
5. Prior to a transfer of this land to a new owner, a notice shall be given to the new owner that
provides full details of the materials applied or incorporated at this site.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
7. The Permittee for the life of the project must retain a set of approved plans and
specifications for the subject project.
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension.
Permit issued this 201h day of April, 2016.
Henderson County Department of Public Health
Nj--
Environmen ealth Supervisor
Permit Number 080701 347

CAMP HIGHLANDER
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OWNER
BOUNDARY SURT
LARGE SUBSURFACE WASTEWATER DRIP SYSTEM
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PH [phone]
FELIX A. GRIGSBY, PLS
140 WESTVIEW DRIVE
HENDERSONVILLE, NC 28791
PH [phone]
FAX [phone]
ENGINEER/ TOPO SURVEY BROOKS ENGINEERING ASSOCIATES, PA
MARK C. BROOKS, PE
PAUL E. SEXTON, PLS
17 ARLINGTON STREET
ASHEVILLE, NC 28801
PH [phone]
FAX [phone]
SOIL SCIENTIST BROOKS ENGINEERING ASSOCIATES, PA
ALLEN HAYES, LSS
17 ARLINGTON STREET
ASHEVILLE, NC 28801
PH [phone]
FAX [phone]
SHEET TITLE
COVER
COVER SHEET
NU-1
SITE MAP
NU-2
CAMP LAYOUT AND DESIGN FLOW
NU-3
PROCESS SCHEMATIC AND HYDRAULIC PROFILE
NU-4
EFFLUENT FORCE MAIN PLAN AND PROFILE
NU-5
PHASE I AND II WASTEWATER TREATMENT FACILITY GRADING PLANS
NU-6
PHASE I WASTEWATER TREATMENT FACILITY LAYOUT
NU-7
PHASE II FORCE MAIN EXTENSION PLAN AND PROFILE
NU-8
PHASE II WASTEWATER TREATMENT FACILITY LAYOUT
NU-9
PHASE I AND II DRIP ZONE SUPPLY FORCE MAINS PLAN AND PROFILE
NU-10
DRIP DISPERSAL ZONES LAYOUT
NU-11
PHASE I - DRIP ZONES 1 AND 2
NU-12
PHASE I - DRIP ZONES 3 AND 4
NU-13
PHASE II - DRIP ZONES 5 AND 6
NU-14
PHASE II - DRIP ZONES 7 AND 8
NU-15
CONVEYANCE SYSTEM DETAILS
NU-16
WWTF - SEPTIC TANK DETAILS
NU-17
WWTF - RECIRCULATION TANK DETAILS
NU-18
WWTF - COMPONENT DETAILS
NU-19
DRIP SYSTEM DETAILS
GENERAL CONTRACTOR NOTES
A. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK,
FOR GRADING AND UTILITY INSTALLATION.
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B. DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES, ETC., ARE TO CENTERLINE, AND/ OR INVERTS, UNLESS OTHERWISE
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C. THE CONTRACTOR SHALL OBTAIN AND PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS AND LICENSES NECESSARY TO
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ACCOMPLISH THE WORK. PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TO NCDOT ENCROACHMENT PERMIT, GRADING PERMIT, AND UTILITY
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COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE FACILITIES.
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D. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND LOCATION OF ALL EXISTING
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FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE
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FOR ANY DAMAGE DONE TO EXISTING FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF
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DAMAGED, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.
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E. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE SUBMITTING HIS BID.
F. THE CONTRACTOR SHALL RE -SET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY ACCESS COVERS TO FINISH PAVEMENT
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SURFACE OR SIDEWALK GRADE.
G. PROTECT UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
PROVIDE SHORING AND OTHER METHODS OF PROTECTIONS AS NEEDED TO ENSURE THE CONDITION AND OPERATION OF THOSE UTILITIES TO
REMAIN. CONTRACTOR SHALL CONFIRM AS ENCOUNTERED AND COORDINATE AS NECESSARY.
H. ALL SYSTEM COMPONENT LOCATIONS SHALL BE STAKED BY A LICENSED SURVEYING COMPANY PRIOR TO INSTALLATION. CONTRACTOR(S)
SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT FROM EQUIPMENT WORKING AROUND
CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL.
ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
I. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL OR DEBRIS
TO THE OWNERS SATISFACTION.
J. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR
ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION,
RESPONSIBILITY FOR SCHEDULING THE WORK, FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS. IN ADDITION, THE
ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR. HOWEVER, THE
ENGINEER MUST CERTIFY THE COMPLETED PROJECT PRIOR TO OPERATION OF THE WASTEWATER IRRIGATION SYSTEM TO INSURE THE PROJECT
HAS BEEN COMPLETED IN GENERAL ACCORDANCE WITH THE APPROVED PLANS. THE ENGINEER WILL MAKE PERIODIC INSPECTIONS DURING
CONSTRUCTION TO VERIFY GENERAL COMPLIANCE WITH THE APPROVED PLANS.
K. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION,
TO THE OWNERS SATISFACTION.
GENERAL CONSTRUCTION NOTES
A. ALL WORK AND MATERIALS MUST MEET OR EXCEED THE STANDARDS SET FORTH IN NORTH CAROLINA ADMINISTRATIVE CODE TITLE 18A
SECTION .1900.
B. ALL ELECTRICAL & PLUMBING WORK SHALL MEET OR EXCEED N.C. BUILDING CODE AND BE APPROVED BY THE CITY/COUNTY BUILDING
INSPECTIONS.
C. ANY ALTERATIONS TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, APPLICABLE VENDORS, AND THE COUNTY ENVIRONMENTAL
HEALTH DEPARTMENT.
GENERAL SURVEY NOTES
A. THIS SURVEY WAS CONDUCTED BY THE PROJECT SURVEYORS AS NOTED.
B. THIS SURVEY SHOULD NOT BE USED FOR ANY CONVEYANCE OF PROPERTY OR PROPERTY DESCRIPTION.
REQUIRED INSPECTION SCHEDULE
BY PROJECT ENGINEER
A. NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE PROJECT ENGINEER, THE CONTRACTOR, AND A
REPRESENTATIVE OF THE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT.
B. NO EQUIPMENT SUBSTITUTION SHALL BE MADE WITHOUT MANUFACTURER(S) AND PROJECT ENGINEER'S APPROVAL.
C. PRESSURE TESTING OF ALL SYSTEM COMPONENTS PRIOR TO BACKFILLING SHALL BE OBSERVED AND/ OR REPORTED TO THE ENGINEER.
D. CONTRACTOR SHALL PROVIDE COMPONENT SUBMITTALS- INCLUDING, BUT NOT LIMITED TO: TANKS, PUMPS, CONTROL PANELS, FLOATS OR
PRESSURE BELL ASSEMBLIES, AND ANY OTHER PERTINENT ITEMS INSTALLED FOR THIS PROJECT. PACKAGE MUST BE SUBMITTED PRIOR TO
CONSTRUCTION FOR ITEMS REQUIRING SUBSTITUTION APPROVAL OR AT FINAL INSPECTION FOR ITEMS NOT CHANGED FROM APPROVED PLANS.
INVOICES, PACKING SLIPS OR DELIVERY CONFIRMATION PAPERWORK ARE ACCEPTABLE. FINAL ENGINEERING CERTIFICATION WILL NOT BE
RELEASED UNTIL THIS PAKAGE IS RECEIVED BY THE ENGINEER.
E. FINAL INSPECTION CHECKLIST SHALL BE PROVIDED TO CONTRACTOR AND REGIONAL DIVISION OF WATER QUALITY REPRESENTATIVE.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW !
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56 DALTON RD KARL & SHELLEY NC LLC
HORSE SHOE, NC 28742
34 DALTON RD
PIN 9620094525 HORSE SHOE, NC 28742
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THE SETBACKS UTILIZED IN THIS DESIGN ARE THOSE FOR A LARGE SUBSURFACE.
WASTEWATER DRIP SYSTEM LOCATED IN 15A NCAC 18A.1950. SPECIFICALLY, THE
SETBACKS UTILIZED ARE AS FOLLOWS:
DRAINFIELD AREAS (> 3000 GPD)
ANY OTHER NITRIFICATION FIELD 20 FT
ANY BUILDING FOUNDATION 5 FT
SURFACE WATERS CLASSIFIED AS WS-1 200 FT
SURFACE WATERS CLASSIFIED AS WS-II, WS-III, B OR SB 100 FT
ANY PRIVATE WATER SUPPLY WELL 100 FT
ANY PUBLIC WATER SUPPLY WELL 200 FT
PROPERTY LINE 25 FT
TOP OF CUT BANK 15 FT
DRAINAGE SYSTEMS (SIDE SLOPE) 15 FT
TREATMENT AND STORAGE UNITS
ANY OTHER NITRIFICATION FIELD 20 FT
ANY BUILDING FOUNDATION 5 FT ......... ... . ..
SURFACE WATERS CLASSIFIED AS WS-I 100 FT
ANY OTHER SURFACE WATERS 50 FT
ANY PRIVATE WATER SUPPLY WELL 100 FT
ANY PUBLIC WATER SUPPLY WELL 100 FT
PROPERTY LINE 10 FT
TOP OF CUT BANK 15 FT --- --- --
DRAINAGE SYSTEMS (SIDE SLOPE) 15 FT
DEVELOPMENT NOTES:
CAMP HIGHLANDER IS A SUMMER CAMP FOR TEENAGERS. ALL
WASTEWATER TREATMENT AND DISPOSAL COMPONENTS ARE LOCATED
ON PROPERTY OWNED CURRENTLY BY KARL & SHELLEY NC, LLC, WHO ------
ARE ALSO THE OWNERS OF CAMP HIGHLANDER. THE WASTEWATER
TREATMENT AND THE IRRIGATION DISPOSAL SYSTEM WILL BE OWNED
BY KARL & SHELLEY NC, LLC., WHICH WILL CONTRACT THE SYSTEM
OPERATION WITH A LICENSED OPERATOR.
SITE NOTES: c,
1. ALL SETBACKS AND CONSTRUCTION METHODS AS SPECIFIED IN 15A s8
NCAC 18A.1900 APPLY AND SUPERCEDE ANY DRAWING DEPICTIONS
HEREIN.
2. ALL SUBSURFACE DRIP LINES TO BE INSTALLED ON CONTOUR 6 INCHES
BELOW THE GROUND SURFACE 2 FT D.C.
3. ALL IRRIGATION LINE LOCATIONS SHALL BE SURVEY STAKED PRIOR TO
CONSTRUCTION. eau'IN
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KEYNOTES:
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I TREATMENT AND DOSING FACILITY.
OEXISTING
COMMUNITY WATER SUPPLY WELLS.
3
EXISTING SPRING HEAD.
4
EXISTING STREAM.
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EXISTING DRAINFIELDS.
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7
EXISTING CAMP SITE.
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PRIVATE WATER SUPPLY WELL.
9
PHASE II TREATMENT AND DOSING FACILITY.
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PHASE I DRAINFIELD AREA.
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PHASE I
DESIGN FLOW = 12,000 GPD
AVG. FLOW = 8.3 GPM
PEAK FLOW = 25.0 GPM
PEAKING FACTOR = 3
PHASE II
DESIGN FLOW = 24,000 GPD
AVG. FLOW = 16.7 GPM
PEAK FLOW = 50.0 GPM
PEAKING FACTOR = 3 "H"-VALVE
H.
EXISTING 3,000 GAL EXISTING 3,000 GAL PHASE 1 PUMP FLOW = 68 GPM
SEPTIC TANK SEPTIC TANK PHASE 2 PUMP FLOW = 53 GPM
ENGINEER'S NOTE:
1. SEPTIC TANKS SHOULD BE PUMPED
CLEAN PRIOR TO EACH CAMP
SEASON.
2. SLUDGE LEVEL IN FIRST EXISTING
SEPTIC TANK SHOULD BE CHECKED
REGULARY DURING CAMP SEASON
AND PUMPED AS NEEDED.
PHASE 1 TREATMENT AND DISPOSAL
RETURN FLUSHING LINE
NITRIFICATION = 50 GPM WHEN TWO
RECIRCULATION PODS ARE BEING DOSED.
1
MAX REQUIRED = 26.7 GPM
FLOW TO DISCHARGE = 50 GPM
(WHEN A NON -RECIRCULATION
POD IS BEING DOSED DURING
HIGH FLOW CONDITIONS)
PROPOSED 18,000 PROPOSED 15,000 EZ TREAT FILTER
GAL SEPTIC GAL RECIRC TANKAGE MEDIA PODS
TANKAGE TWO SETS OF (QUANTITY = 16)
DUPLEX PUMPS
WHERE EACH PUMP
FLOW = 50 GPM
F
PROPOSED 10,000
GAL DOSE TANK
MAX. DOSE = 22.1 GPM
MAX REQUIRED FLUSH = 48.8 GPM
TO IRRIGATION
FIELDS .sv.
PHASE 1 - DRIP FIELDS
ZONES 1 - 4
PHASE 2 TREATMENT AND DISPOSAL
RETURN FLUSHING LINE _ MAX REQUIRED = 35.5 GPM
--RUKIRRIGATM FIELDS
1 FLOW BACK TO SEPTIC TANK FOR _
RECIRCULATION PODS ARE BEING DOSED. FLOW
DISCHARGE = 50 GPM
(WHEN AO NON -RECIRCULATION
POD IS BEING DOSED DURING
HIGH FLOW CONDITIONS)
PROPOSED 18,000 PROPOSED 15,000 EZ TREAT FILTER PROPOSED 10,000
GAL SEPTIC GAL RECIRC TANKAGE MEDIA PODS GAL DOSE TANK
TANKAGE TWO SETS OF (QUANTITY = 16)
DUPLEX PUMPS
WHERE EACH PUMP
FLOW = 50 GPM
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MAX REQUIRED FLUSH = 55.7 GPM
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ZONES 5 - 8
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