NCG551554_File - Historical_20200527

ern
IF—CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder eJohn Swells, III
Governor Director Secretary
aSeptember 6,20131Cynthia Trevor Jones,Home Owner17A Solid Rock Hollow
Silva,North Carolina 28779
Subject: Certificate of Coverage(COC)NCG551554
Permit Modification(MOD)
Under General Permit NCG550000
for two(2)Single-Family Residences
17A& 17B Solid Rock Hollow
Silva,North Carolina
Jackson County
Dear Ms, Jones:
The Division of Water Resources(DWR)understands that you wish to modify your existing
Certificate of Coverage(COC)issued March 6,2013,with the intent to replace the proposed
sandfrlter with a Sa itech treatment system. This modification is hereby approved.
General Permit Coverage. In accordance with your application for discharge,DWR herewith
forwards the modified Certificate of Coverage(COC)to discharge under the subject state-
NPDES general permit, This permit is issued pursuant to the requirements of North Carolina
General Statue 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection agency dated October 15,2007(or as subsequently amended).
Your permit package includes:
• A copy of the Certificate of Coverage(COC)for your treatment facility
o A copy of Plans and Specifications signed September 4,2013
• A copy of General Wastewater Discharge Permit NCO550000
o A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• Engineer's Certification form(to be completed and returned to DWR).
According to your permit application,the existing subsurface septic-system will be replaced with
a new system to service two(2) single-family residences (5 bedrooms total, 120 gpd/bedroom).
According to your authorized consultant,Lash Engineering,the nearest sanitary sewer main is
1,200 feet away(Jackson County Public Utility Department),and connection to this system
would cost an estimated$66,800.
Therefore,the most viable alternative is onsite treatment and discharge to surface waters of the
State.Please note that this discharge must meet all surface water-quality standards,and you must
comply with DWR's operation and maintenance requirements. Compliance under this COC
restricts discharge to.100%-domestic flow,not to exceed 1,000 gallons per day.
N.C.Division of Water Resources I NPDES Unit Phone:[phone]
1617 Mail service Center,Raleigh,NC 27699-1617 fax,[phone]
Internet:h2o.encstate.naus DENR Customer service Center',1800623-7748

I�
Operation and Maintenance. As Permittee you are responsible to maintain all components in
the approved treatment system,and the system will be held accountable to meet Surface Water-
Quality Standards. Compliance includes following manufacturer's guidelines, conducting and
documenting inspections,establishing sources for OEM spare parts and supplies,making
necessary repairs,and documenting said maintenance for the duration of the permit.
Upon DWR's'request,.the Permittee must provide records and demonstrate efforts to maintain
the approved system. The Division recommends that the Permittee seek manufacture-certified
training,or a qualified contractor service to regularly inspect and maintain the treatment system.
This effluent discharges to surface waters classified as C; Trout.Please note that if this stream
classification changes,the Division may revisit this discharge and adjust the COC according to
the stream's designated uses. This CDC is not transferable except after written notice to the
Division of Water Resources.The Division may modify,or revoke and reissue this COC. This
permit does not affect your legal responsibility to obtain other permits required by the Division
of Water Resources,the Division of Land Resources,the Coastal Area Management Act,or any J
other Federal or local government. i.
If any parts,measurement frequencies or sampling requirements contained in this general permit
are unacceptable,you have the right to request an individual permit by submitting an individual
permit application.Unless such demand is made,this Certificate of Coverage(COC)shall be
final and binding.
Authorization to Construct(ATC)Permit. In accordance with the application and the
attached approved plans and specifications,DWR hereby authorizes installation and operation
of: i
• new septic tank[1,500 gallons,with effluent filter]
• recirculating filter-treatment system[Septitech, M550D-UV]enclosed
within a dosing tank[1,200-gallon fiberglass with"T"inlet]
• ultraviolet(UV)disinfection [Emperor Aquatics UV-Mode1025050;
single bulb w/control-panel alarm/pump shut-off switch]
• subterranean discharge line[3"diem,sch 40 PVC]
• outfall rip-rap erosion control
All piping elbows must conform to the long-sweeping type.All elements must be housed in
meter boxes below grade. This treatment system shall be located at least 10 feet away from a
dwelling,at least 100 feet from any water-supply well either on-or off-site.The system shall
also be located and constructed above any applicable 100-year flood line;the 50-ft setback from
property line is hereby waved to 25 feet,as approved by DWR's Asheville Regional Office
(ARO)
This ATC permit is issued in accordance with Part III,Paragraph 2 of NPDES General Permit
NCG550000, and is subject to revocation unless wastewater treatment facilities are constructed j
in accordance with the conditions and]imitations specified in this General Permit. In the event
that the facilities fail to perform satisfactorily,including creating nuisance conditions,the
Permittee shall take immediate corrective action as may be required by this Division, such as the
construction of additional or replacement wastewater treatment(s) or disposal facilities.Failure to
abide by the requirements of this A to C permit may subject the Permittee to an enforcement

action by the Division of Water Resources in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The Permittee or responsible Engineer shall notify DWR's Asheville Regional Office(828-296-
4500) a minimum of three(3)working days in advance of operating the installed facilities. This
will serve to provide DWR an opportunity to inspect facilities as built. Such notification to the
Regional Office staff shall be made during normal office hours from 8:00 a.m. until 5:00 p.m.
Monday through Friday, excluding State holidays.
Upon completing construction and prior to operating this permitted facility,allorth
Carolina-registered engineer shall sign and submit to D WR the attached Engineer's Certification
form certifying that the permitted facility has been installed in accordance with the NPDES
Permit,the Certificate of Coverage,this Authorization to Construct, and the approved plans and
specifications.
Compliance with the above shall include a leakage test performed on the septic tank and the
pump/dosing tank to insure that any exfiltration occurs at a rate not to exceed twenty(20)
gallons per twenty-four(24)hour per 1,000 gallons of tank capacity. The Engineer's Certification
shall serve as proof of compliance with this condition. Mail the completed Engineer's
Certification to:
DENR/DWR/NPDES Program
1617 Mail Service Center
Raleigh,NC 27699-1617
The Permittee shall maintain on site for the life of the treatment facility,a copy of the
approved plans and specifications.
NPDES Contact. If you have any questions concerning the requirements of Us Certificate of
Coverage or the Authorization to Construct permit,please contact Joe R. Corporon,L.G. at
telephone [phone] or email [e-mail].
ncer ly,
IX
Thomas A.Reeder
Attachments: Engineer's Certification form
he: Central Files
Asheville Regional Office,Attn:Jeff Menzel,Environmental Specialist
NPDES General Permit Files
ec: Lash Engineering,Attn:Mike Lash,P.E, [[e-mail]
ARO Attn:Jeff Me=cVChuck Cranford

I
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG551554
Under GENERAL PERMIT NCG550000
TO DISCHARGE 100%DOMESTIC WASTEWATERS FROM A SINGLE-FAMILY
RESIDENCE.AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS
UNDERTHE
NATIONAL POLLUTANT DISCHARGE ELINIINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1,other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act,as amended,
Cynthia Trevor Jones — Home Owner
is hereby authorized to operate a wastewater treatment facility consisting of a,septic tank,dosing tank,
duel recirculating sand filters,single-bulb ultraviolet(UV)disinfection,control panel and associated
appurtenances,effluent discharge pipe with rainfall rip-rap erosion protection;discharging treated
domestic wastewater from a facility located at
Two (2) Single-Family Residences
17A & 17B Solid Rock Hollow, Silva 28779
Jackson County
to receiving waters designated as Savannah Creek[stream segment 16-32], a waterbody currently
Classified C;Trout within Subbasin 04-04-02 of the Little Tennessee River Basin,in accordance with
the effluent limitations,monitoring requirements,and other conditions set forth in Parts I,B,lII and IV
of General Permit NCG550000 as attached.
This certificate of coverage shall become effective September 6, 2013.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 6, 2013.
2as Reeder,Di rec or
rvisicn of Water Resources
By Authority of the Environmental Management Commission

Mocking Bird Lana
�w R�' n x C r Wit"" �'"w /d �v'v +,j r jp� ✓
4 R {}'
k
n
Outfall
(flows
is
r`M, ,�'° � "', r r � .a - L 1�P� i Road ts�• ." �L' J � --
6aiatk o` r f' ®a M
3 + g
1
Savannah
(flows north) a �
r y s 4 ,
� H 116 �+ � '�' •` �
Cynthia Trevor Jones — Home Owner Facility
Two(2) each, Single-Family Residences Location
17A & 17B Solid Rock Hollow, Silva 28779 not to scale
Receiving Stream: Savannah Cnek Stream Segment 2-79-36
Stream ClarS: C',Trout Drnmgge Rnsm. Li0le Tennessee
Latitude: 36-.20',40" Lam: 83^,14,12" General PermitNCG551554
State Grid/USGS Ouad: F6SW IS.Silva,NC Sub-Basta: 04-04-02
IWO 06010202 North Jackson County

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92 Proposed Wastewater
Treatment& Disposal for:
Cvnthla Trevor Jones
I A& B Solid Rock Hollow
Sylva,NC, 28779
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New
MAIN

WdE" R
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John Skvarla, III
Governor Director Secretary
Permittee: Cynthia Jones
NPDES Permit/COC Number: NCG551554
Coun : Jackson
Engineer's Certification:
I, ,a duly registered Professional Engineer
in the State of North Carolina,as authorized by the Permittee to observe [daily, part time, full fine]
the construction of the project,
Project Name
Location
do hereby state that to the best of my abilities,I practiced due care and diligence to observe the
construction of said project such that it was advanced and completed in accordance and in compliance
with the NPDES Permit,approved plans and specifications,Authorization to Construct Permit,and/or
General Permit Certificate of Coverage issued by the Division of Water Resources,
Signature
Registration No.
Date
[Stamp]
[Any person who knowingly makes any false statement,representation,or certification in any application,record,
report,plan or other document filed or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article,or who falsifies,tampers with or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under
Article 21 or regulations of the Environmental Management Commission implementing that Article,shall be guilty
of a misdemeanor punishable by a line not to exceed$10,000,or by imprisonment not to exceed six months,or by
both.[18 U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment not more
than 5 years,or both,for a similar offense.1
1617 Mell S.Nlw Center,Ralebh,Nam Camim 276994617
L.flu:512 N.Salisbury St.Ralebh,NORh Camllna 27604
Phone:91anOM300 i FAX:[phone]
Inlemel:w navaterauafN our
An Equal o9oademry lsffl.de Ax.,Em91ra` Nwo�eYICarolinas
aatura���

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John Skvarla
Governor Director Secretary
March 6, 2013
Cynthia Trevor Jones,Home Owner
17A Solid Rock Hollow
Silva,North Carolina 28779
Subject: Certificate of Coverage(COC)NCG551554
Under General Permit NCG550000
for two(2) Single-Family Residences
17A& 1713 Solid Rock Hollow,W WTP Class 1
Silva,North Carolina
Jackson County -
Dear Ms.Jones:
General Permit Coverage. In accordance with your application for discharge,the Division of
Water Quality(DWQ)herewith forwards the subject Certificate of Coverage(COC)to discharge under
the subject state-NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statue 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection agency dated October 15,2007(or as subsequently amended). Your permit
package includes:
• A copy of the Certificate of Coverage for your treatment facility
o A copy of General Wastewater Discharge Permit NCG550000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• A copy of the approved drawings,signed February 25, 2013
• Engineer's Certification form(to be completed and returned to DWQ.
According to your permit application,the existing subsurface septic-system will be replaced and upgraded
to service two(2)single-family residences(5 bedrooms total). DWQ also understands that the nearest
sanitary sewer main is 1,200 feet away(Jackson County Public Utility Department), and according to
your authorized consultant,Lash Engineering, connection to this system would cost an estimated$66,800.
Therefore,the most viable alternative is onsite treatment and discharge to surface waters of the State.
Please note that this discharge must meet all surface water-quality standards,and you must comply with
DWQ's operation and maintenance requirements.Moreover,compliance under this COC restricts
discharge to 100%-domestic flow,not to exceed 600 gallons per day for a five(5)residential
bedrooms (120 gpd/bedroom).
Operation and Maintenance. As Perri you are responsible to maintain all components in the-
approved treatment system,and will be held accountable to meet Surface Water-Quality Standards.
Compliance includes following manufacturer's guidelines,conducting and documenting inspections,
establishing sources for OEM spare parts and supplies,making necessary repairs, and documenting said
maintenance for the duration of the permit.
N.C.Division of Water Quality l NPDES Unit Phone',[phone]
1617 Mail Service Center,Raleigh,NC 27699-1617 has (919)807E495
Internet:h2concstete.nc.us DENR Customer Service Center:1800623-774B

i
Upon DWQ's request,the Permittee must provide records and demonstrate efforts to maintain the
approved system. The Division recommends that the Permittee seek manufacture-certified training, or a
qualified contractor service to regularly inspect and maintain the treatment system.
This effluent discharges to surface waters classified as C; Trout.Please note that if this classification
changes,the Division may revisit this discharge and adjust the COC according to the stream's designated
uses. This CDC is not transferable except after written notice to the Division of Water Quality.The
Division may modify, or revoke and reissue this COC. This permit does not affect your legal
responsibility to obtain other permits required by the Division of Water Quality,the Division of Land
Resources,the Coastal Area Management Act,or any other Federal or local goverment.
If any parts,measurement frequencies or sampling requirements contained in this general permit are
unacceptable,you have the right to request an individual permit by submitting an individual permit
application.Unless such demand is made,this Certificate of Coverage(COC)shall be final and binding.
Authorization to Construct(ATC)Permit. In accordance with the application and the attached
approved plans and specifications,DWQ hereby authorizes installation and operation of.
• septic tank[1,500 gallons,w/effluent filter]
• recirculating/dosing tank[1,500 gallon,with inlet T] �.
• dual(2)recirculating sand filters [60 ft'each, in series w/gravity feedback to recite tank] II
• ultraviolet(UV)disinfection[Emperor Aquatics UV-Model 025050; single bulb w/control-panel c
alarm/pump-off switch]
• subterranean discharge line [3"dim,sch 40 PVC]
• outfall rip-rap erosion control
All piping elbows must conform to the long-sweeping type.All cleanouts most be housed in meter boxes
below grade. This treatment system shall be located at least 10 feet away from a dwelling,at least 100
feet from any water-supply well either on-or off-site. The system shall also be located and constructed
above any applicable 100-year flood line;the 50-ft setback from property line is hereby waved to 25 feet,
as approved by DWQ's Asheville Regional Office(ARO).
This ATC permit is issued in accordance with Part III,Paragraph 2 of NPDES General Permit
NCG550000,and is subject to revocation unless wastewater treatment facilities are constructed in
accordance with the conditions and limitations specified in this General Permit. In the event that the
facilities fail to perform satisfactorily,including creating nuisance conditions,the Permittee shall take
immediate corrective action as may be required by this Division,such as the construction of additional or
replacement wastewater treatment(s)or disposal facilities.Failure to abide by the requirements of this A
to C permit may subject the Permittee to an enforcement action by the Division of Water Quality in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
The Permittee or responsible Engineer shall notify DWQ's Raleigh Regional Office(919-791-4200)a
minimum of three(3)working days in advance of operating the installed facilities. This will serve to
provide DWQ an opportunity to inspect facilities as built. Such notification to the regional office
supervisor shall be made during normal office hours from 8:00 a.m.until 5:00 p.m.Monday through
Friday,excluding State holidays.
Upon completing construction and prior to operating this permitted facility,allor0r Carolina-
registered engineer shall sign and submit to DWQ the attached Engineer's Certification form certifying
that the permitted facility has been installed in accordance with the NPDES Permit,the Certificate of
Coverage,this Authorization to Construct,and the approved plans and specifications.

Compliance with the above shall include a leakage test performed on the septic tank and the pump
/dosing tank to insure that any exfiltration occurs at a rate not to exceed twenty(20)gallons per twenty-
four(24)hour per 1,000 gallons of tank capacity.The Engineer's Certification shall serve as proof of
compliance with this condition.Mail the completed Engineer's Certification to:
DENR/DWQ/NPDES Program
1617 Mail Service Center
Raleigh,NC 27699-1617
The Permittee shall maintain on site for the life of the treatment facility,a copy of the approved
plans and specifications.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage
or Authorization to Construct permit,please contact Joe R. Corporon,L.G. at telephone [phone] or
email [e-mail].
Sincerely,
[Original Signed by John Hennessy for]
Charles Wakild,P.E.
Attachments: Engineer's Certification form
he Central Files
Asheville Regional Office,Attn:Jeff Menzel,Environmental Specialist and Chuck Cranford,Supervisor
NPDES General Permit Files
ec: Lash Engineering Attn:Mike Lash,P.E. [[e-mail]]
ARO Attn:Jeff Menzel/Chuck Cranford

i
[This page intentionally left blank]
G

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE - NCG551554
Under GENERAL PERNHT NCG550000
TO DISCHARGE 100%DOMESTIC WASTEWATERS FROM SINGLE-FAMILY
RESIDENCE AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1,other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act,as amended,
Cynthia Trevor Jones — Home Owner
is hereby authorized to operate a wastewater treatment facility consisting of a,septic tank, dosing tank,
duel recirculating sand filters, single-bulb ultraviolet(UV) disinfection, control panel and associated
appurtenances,effluent discharge pipe with outfall rip-rap erosion protection;discharging treated
domestic wastewater from a facility located at
Two Single-Family Residences
17A & 17B Solid Rock Hollow, Silva 28779
Jackson County
to receiving waters designated as Savannah Creek[stream segment 16-32], a waterbody currently
Classified C; Trout within Subbasin 04-04-02 of the Little Tennessee River Basin,in accordance with
the effluent limitations,monitoring requirements,and other conditions set forth in Parts I, It, III and IV
of General Permit NCG550000 as attached.
This certificate of coverage shall become effective March 6, 2013.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 6, 2013.
[Original Signed by John Hennessyfor]
Charles Wakild,P.E.,Director
Division of Water Quality
By Authority of the Environmental Management Commission

y T
ar Ur
� 1Ytaoking)31rd Lane � �
f 3
r �
� � 3
,. (flows fir)
- Rook Quarry.
Road
d � k
Savammh Creak.
a r
h
olds v�ust�r Rqd
:
..s
e
Cynthia Trevor Jones — Home Owner Facility ANOMMOM
Two(2) each Single-Family Residences Location
17A & 17B Solid Rock Hollow, Silva 28779 not to scale
Realvine Stream: Savannah Creek Stream Seamen: 2-79-36
stream Clon; C;Trout Drainage Basta: Little Tennessee
ram: 36',20',40• >aaaitudi,: 83',t4',12 General Permit NCG551114
State GrWAoSGS Onad: F6SW/S.Silva,NC SUMBarin: 04-04-02
Hue: 06010202 North Jackson County

©R
FCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. pF,
Governor Director r2ts
March 6,2013 MAR 2 5 2013
Cynthia Trevor Jones,Home Owner DWQ/S,irrsce Wmcr Prorecnon Section
17A Solid Rock Hollow Asheville Regional office
Silva,North Carolina 28779
Subject: Certificate of Coverage(COC)NCG551554
Under General Permit NCG550000
for two(2)Single-Family Residences
17A& 17B Solid Rock Hollow,W WTP Class 1
Silva,North Carolina _
Jackson County
Dear Ms.Jones:
General Permit Coverage. In accordance with your application for discharge,the Division of
Water Quality(DWQ)herewith forwards the subject Certificate of Coverage(COC)to discharge under
the subject state-NPDES general permit.This permit is issued pursuant to the requirements of North
Carolina General Statue 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection agency dated October 15,2007(or as subsequently amended). Your permit
package includes:
r, A copy of the Certificate of Coverage for your treatment facility
o A copy of General Wastewater Discharge Permit NCG550000
r, A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
o A copy of the approved drawings,signed February 25,2013
o Engineer's Certification form(to be completed and returned to DWQ).
According to your permit application,the existing subsurface septic-system will be replaced and upgraded
to service two(2)single-family residences(5 bedrooms total).DWQ also understands that the nearest
sanitary sewer main is 1,200 feet away(Jackson County Public Utility Department),and according to
your authorized consultant,Lash Engineering,connection to this system would cost an estimated$66,800.
Therefore,the most viable alternative is onsite treatment and discharge to surface waters of the State.
Please note that this discharge must meet all surface water-quality standards,and you must comply with
DWQ's operation and maintenance requirements.Moreover,compliance under this COC restricts
discharge to 100%-domestic now,not to exceed 600 eallons per day for a five(5)residential
bedrooms(120 gpd/bedroom).
Operation and Maintenance. As Permittee you are responsible to maintain all components in the
approved treatment system,and will be held accountable to meet Surface Water-Quality Standards.
Compliance includes following manufacturer's guidelines,conducting and documenting inspections,
establishing sources for OEM spare parts and supplies,making necessary repairs,and documenting said
maintenance for the duration of the permit.
,
F
N.C.Division of Water Quality I NPDES Unit Phone:[phone]
1617 Mail Service Center,Raleigh,NC 27699-1617 fax:[phone]
Internet:h2o.encslate,naus DENR Customer Service Center:1800 623-7748

Upon DWQ's request,the Permittee must provide records and demonstrate efforts to maintain the
approved system.The Division recommends that the Permittee seek manufacture-certified training,or a
qualified contractor service to regularly inspect and maintain the treatment system.
This effluent discharges to surface waters classified as C; Trout.Please note that if this classification
changes,the Division may revisit this discharge and adjust the COC according to the stream's designated
uses.This COC is not transferable except after written notice to the Division of Water Quality.The
Division may modify,or revoke and reissue this COC. This permit does not affect your legal
responsibility to obtain other permits required by the Division of Water Quality,the Division of Land
ROsources,the.Coastal Area Management Act,or any other Federal or local goverment.
If any parts,measurement frequencies or sampling requirements contained in this general permit are
unacceptable,you have the right to request an individual permit by submitting an individual permit
application.Unless such demand is made,this Certificate of Coverage(COC)shall be final and binding.
Authorization to Construct(ATC)Permit. In accordance with the application and the attached
approved plans and specifications,DWQ hereby authorizes installation and operation of,
• septic tank[1,500 gallons,w/effluent filter]
• recirculating/dosing tank[1,500 gallon,with inlet T]
• dual(2)recirculating sand filters[60 ftz each,in series w/gravity feedback to moire tank]
• ultraviolet(UV)disinfection [Emperor Aquatics UV-Model 025050; single bulb w/control-panel
alarm/pump-off switch]
• subterranean discharge line [3"diem, sch 40 PVC]
• outfall rip-rap erosion control
All piping elbows must conform to the long-sweeping type.All elements must be housed in meter boxes
below grade.This treatment system shall be located at least 10 feet away from a dwelling,at least 100
feet from any water-supply well either on-or off-site.The system shall also be located and constructed
above any applicable 100-year flood line;the 50-ft setback from property line is hereby waved to 25 feet,
as approved by DWQ's Asheville Regional Office(ARO). i-
j
This ATC permit is issued in accordance with Part III,Paragraph 2 of NPDES General Permit
NCG550000,and is subject to revocation unless wastewater treatment facilities arc constructed in
accordance with the conditions and limitations specified in this General Permit. hi the event that the
facilities fail to perform satisfactorily,including creating nuisance conditions,the Pennines shall take
immediate corrective action as may be required by this Division,such as the construction of additional or
replacement wastewater treatment(s)or disposal facilities.Failure to abide by the requirements of this A
to C permit may subject the Permittee to an enforcement action by the Division of Water Quality in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
The Permittee or responsible Engineer shall notify DWQ's Raleigh Regional Office(919-791-4200)a
minimmn of three(3)working days in advance of operating the installed facilities.This will serve to G
provide DWQ an opportunity to inspect facilities as built. Such notification to the regional office
supervisor shall be made during normal office hours from 8:00 a.m.until 5:00 p.m.Monday through
Friday,excluding State holidays.
Upon completing construction and prior to operating this permitted facility,a North Carolina-
registered engineer shall sign and submit to DWQ the attached Engineer's Certification form certifying
that the permitted facility has been installed in accordance with the NPDES Permit,the Certificate of
Coverage,this Authorization to Construct,and the approved plans and specifications.

Compliance with the above shall include a leakage test performed on the septic tank and the pump
/dosing tank to insure that any exfiltratlon occurs at a rate not to exceed twenty(20)gallons per twenty-
four(24)hour per 1,000 gallons of tank capacity.The Engineer's Certification shall serve as proof of
compliance with this condition.Mail the completed Engineer's Certification to:
DENR/DWQ/NPDES Program
1617 Mail Service Center
Raleigh,NC 27699-1617
. The Permittee shall maintain on site for the life of the treatment facility,a copy of the approved
plans and specifications.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage
or Authorization to Construct permit,please contact Joe R.Corporon,L.G.at telephone [phone] or
email [e-mail].
Si ly,
Charles Wakild,PP E (/ —
Attachments: Engineer's Certification form
hc: Central Files
Asheville Regional Office,Attn:Jeff Menzel,Environmental Specialist and Chuck Cranford,Supervisor'
NPDES General Permit Files
ec: Lash Engineering Attn:Mike Lash,P.E. [[e-mail]]
ARO Attn:Jeff Menzel/Chuck Cranford

[This page intentionally left blank]
li

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE - NCG551554
Under GENERAL PERAUT NCG550000
TO DISCHARGE 100%DOMESTIC WASTEWATERS FROM A SINGLE-FAMILY
RESIDENCE AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS
UNDERTHE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
DES
In compliance with the provisions of North Carolina General Statute 143-215.1,other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission,and the Federal Water Pollution Control Act,as amended,
Cynthia Trevor Jones — Home Owner
is hereby authorized to operate a wastewater treatment facility consisting of a,septic tank,dosing tank,
duel recirculating sand filters,single-bulb ultraviolet(UV)disinfection,control panel and associated
appurtenances, effluent discharge pipe with outfall rip-rap erosion protection;discharging treated
domestic wastewater from a facility located at
Two Single-Family Residences
17A & 17B Solid Rock Hollow, Silva 28779
Jackson County
to receiving waters designated as Savannah Creek[stream segment 16-32], a waterbody currently
Classified C;Trout within Subbasin 04-04-02 of the Little Tennessee River Basin, in accordance with
the effluent limitations,monitoring requirements,and other conditions set forth in Parts 1, II,BI and IV
of General Permit NCG550000 as attached.
This certificate of coverage shall become effective March 6, 2013.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 6, 2013. 71f-
es Wakild,P.E.,Duector
vision of Water Quality
By Authority of the Environmental Management Commission

Mocking Bircl Lane
u'b
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��`W*.l�fra 'b?e'w.. 1 � .� � '�" .s �.. ' r 'Y"y {♦ N s t'` �-
f NW_1i t
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� 1 p
t2' �. �� « � ,. i r>r�� t � • 1��� '�, Rock Quarry
"`� ;,, .•„�,,,t �' ( ,I J'"I .Road r'
1)St�l", F .� �� `=�..P �i'Yy��« Via. .�* ..�,,, f(' ,�✓pr
.A C.-..
flowsnorth
WM7 Hwy 116
�^a"` r r ,fl Jzy+dv e Y � � � � >�i "'`r�• t � i�, v
Cynthia Trevor Jones — Home Owner Facility
Two(2) each Single-Family Residences Location
17A & 17B Solid Rock Hollow, Silva 28779 not to scale
Receiviue Strenm: Savannah Creek Stream SrR.r.:. 2-79-36
Stream Class: QTrout Drasnnge➢asm: Little Teancsscc
Latitude: 36°,20',40" LoLg: 83',14',12" General Permit NCG551114
State Gr'dNSGS Quad: F6SW IS.Silva,NC Sub-➢aaln: 04-04-02
MIC: 06010202 North Jackson County

Section Three.
UV
Equipment Pppll +dons:
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it W10101 ftrmmm
6
M mim d/Ropulr lwi m alhing Pools S#1AITNNli1B
Water I eahuos
I 1 fl Iction:
t I n ificgtion (Watoi borne Algere Control)
• hunfnl Paihogr n Ui.,infoclani
c = Olone Dosinshon ���"���ii�
S erfermance MotlelashownwAh
optional mountin�g�Damps airmlepie
(4 Poini,.Aquafiurn, !_>:hlFuil, f`Ltasc:areh L Aquac;ulture I ustellliier
!' I SMART UV...The Professional's Choicel
More animal husbandry and aquatic professionals choose SMART UVs over
!-I competing UV brands because of our substantiated performance information,
effective product design and overall quality.With over thirty models to choose
from, Emperor Aquatics, Inc.has the right SMART UV to M your application. S r byte SIerIllYef
l Optimum UV-C Performanc€3
Size—Our SMART UV design always considers the lamp's UV-C output and
length,while most competitors ignore these critical performance factors.This
explains why,in most cases,our equipment is physically larger. -
y;
$I wNo `NY Sterilizer
Lamp Position—Our lamps are always positioned entirely between the inlet and
outlet water ports,utilizing the lamp's full are length to its maximum potential.
Lamp Life— Long-Lasting GPH/T5 (Low-Pressure/Standard-Output) & T5 (Low
1 Pressure/High-Output) UV lamps offer 9,000 hours of continual operation equals
w� >80%efficiency at end of lamp life.These lamps use a specially coated"U type hard
quartz glass that extends the life of the lamp while preventing the build-up of nitrogen
by-products(scaling)on the lamp's outer surface(Scaling diminishes UV-C transmit-
tance).These nitrogen by-products are a problem commonly associated with ozone
pratlucing'VH"type glass UV lamps.
�I Water Flow Rates—SMART UV flow rates represent the equipment's two capacity,
which considers the lamp's UV-C output, lamp length, exposure chamber's inside
diameter, and UV transmissibility for specified UV dosages as per our specification
Advantage charts , -
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www.em pe.roracquarics.com 14 04

Section I h=
�Ite
?." IlTarneter [IV 11Du ir1„ Waxt r 6ryhi R, L11_ I.ISPel9
(� Models for Small Ponds Aquariums and Research Applications ILI
Water Flow Rate Water Flow Pate
No. Algae&Bacteria Protozoa UV-C
Model No. Maximum Maximum Lamps 30,000 pWs/cros 180,000ANN/Cmi Input Output Dim. inlet Input
/Watts Pond Size Aquarium Size /Watt Suggested/Maximum Suggested/Maximum Watts Watts (Inches) /Outlet Voltage
02218/18 N5900
0Ga1. 60 Gat. 1/18 219GPH/356GPH 32 GPH/60 GPH 18 5 21.75"x2.5" 1.5"Union 12GVAC 50/60Hz
02225/25 O6al. 90Ga1. 1/25 332GPH/554GPH 55 GPH/92 GPH 25 8 29.15"x25' 1.5"Union 120VAC 50/fiOHz
F'7 02240/40 0 Gal. 160Gai. 1/40 589 GPH/983 GPH 98GPH/164GPH 40 14 4A75"x2.5" 1.5"Union 120VAC 50/60Hz
102280/80 GA 330 Gal. 2/40 1,128GPH/1,962GPH 196GPH/328GPH 80 28 4475"x 14" 1.5'Unlon 120VAC 50/bOHz
U Irilcetes popular modals Also Available with Quartz Sleeve Wines, Adapter Fittings are not induced
SNAUNSterflizer
Int'
1 M" els for Moderately
LNilyS edP VLs,Aq Aquariums,
m Ill.
dExhd
Models for Moderately Sized Ponds,Aquariums,and ExhibiURasearch Applications
Water Flow Rate Water Flow Pate
No. Algae&Bacteria Protozoa UV-f
Model No. Maximum Maximum lamps 30,00opws/cmt 180,000 pWs/cmz Input Output Dim. Inlet Input
/Waft Pond Size Aquarium Size /watt Suggested/Maximum Suggested/Maximum Watts Watts (Inches) /Outlet Voltage
02025/25 2,401 130Gah 1125 472 GPH/288 GPH 29 GPH/131 GPH 25 8 29"x3.5" 1.5"Union 720VAC 501
02040/40 4,200Ga1. 260 Gal, 7/40 943 GPH/1,524 GPH 19G ill GPH 40 14 43.25"x 3.5" 1.5"Union 120VAf 50/60Hz
02065/65 8,600 Gal. 480 Gal. 1/65 1,210GPH/2,855GPH 285 GPH/426 GPH 65 25 20.5"x3.5" 1.5"Union 920VAC 50/60Hz
02080/80 9,400 Gal. 530Gal. 2/40 1,885 GPW3,148 GPH 314 GPH/525 GPH Be 28 44.5"x 15.5" 1.5"Union IIOVAC 50/60Hz
02130/130 12,100 Gal. 960 Gal. 2/65 3,420 GPH/5]11 GPH 520GPHA52GPH 130 50 71.5'x 155' 1.5"Union 120VAC 50/60Hz
��r�rr66��+��� •Indicates popular models Also Available with Quad4 Sleeve Wipers All modelsincl ad.AdapterFNings
SdINYTIfu�YlrSterlllzer
ti" Diarn ALL L1V Iiota.;>itlg, Yrill0l tight a, III_ Listed
Models for Large Ornamental Ponds,Water Features,and Exhibit/Research/Aquaculture Applicatfons
Water Flow Rate Water Flow Rate
No. Algae&Bacteria Protozoa Uri
( � Model No. Maximum Maximum Lamps 30,000 pWs/cmr 180,000 pWs/cm° Input Output Dim. inlet Input
/Watts Pond Size Aquarium Size /Watt Suggested/Maximum Suggested/Max(mum Watts Watts (inches) /Outlet Voltage
05059(5g) (5,91D)Gat) 3jOGi11 if/SU 11,500,GP}Aibl0GPKI 2,6D GPH[,3;t0.GPy; Sp) (16 28 x5:25"' DIVe'66I 190VAC$0[6glfy
025090/80 10,800 Gat, fi00Gal. 1/80 2,200 GPH/3,600 GPH 450 GPH/600 GPH 80 26 43"x5J5" 2"Union 120VAC 50/60Hz
025120/120 13,800Ga1. 770 Gat. 1/120 3.840 GPH/4,600 GPH 61 GPH/262 GPH 120 36 56'x 5.75" 2"Union 120VAC 50/601-1z
025150/150 19,101 100Gal. 1/150 5,040GPH/6,360GPH 840 GPH/1,tM0 GPH 150 42 76'x 5.75" 2"Union 120VAC50/60Hz
I� •Indicates popular models Also Available with Quartz Sleeve Wlpms Adapter Plural are not included
sum,
flan:�:ci' M�J�t-Irr,np
u1114YrSterili:er
6" PkIl later UV I-lousinci, VUatei 69hi & UL Listed
1 Models for Large Ornamental Ponds,Water Features,and Exhiblt/Research/Aquaculture Applications
Water Flow Rate Water Flow Hate
No. Algae&Bacteria Protozoa UV-C Amps
J Model No. Maximum Maximum lamps 30,000 pWs/cml 180,000 pWsi Input Output Dim. Inlet Max Load@
/Watts Pond Size Aquarium 5lze /Watt Suggested/Maximum Suggested/Maximum Watts Watts (inches) /Outlet 120/230VAC
0250100/100 7,701 430Ga1. 2/50 2,WOGPH/2,580GPH 340GPH/430GPH 100 26 37'x11" 3"Union 1.15/0.5
J 0250160/160 16,200Ga1 900 Gal. 2A0 4,320 GPH GPH 720 GPH/900 GPH 160 52 54"x I" 3"Union 1.1510.5
0250240/240 21,600 Gal. 1,210Gal. 2/120 5,820 GPH0,26t GPH 920 GPH/1,210 GPH 240 20 66"x11" 3"Union 1,15/0.5
0250300/300 36,000 Gal. 2,000 Gal. I V150 9,600 GPH/l 2,000 GPH 1,600 GPH/2000 GPH 300 110 801 3"Union 1.85/0.85
Input Voltage on all impacts=120MOVAC 50160Hz
Water Flaw Rates are based on;90%UV Transmissibility
Suggested=UV Lamp @80%efficiency tatter 9,000 hours of continuous operation) Aquarium&Pond Sizing is based rem
' Maximum=UV Lamp Power @100%offidency(new modition) Maximum Aquarium=single paselt hour Q"Maximum"Row to for Protozoa
Maximum Pontl=single passl3 hours Q"Maximum'lief rate for Aiges&Bacteria
►�a 15 WWW,mirlperora7u.11it scorn

Il 'W'
Il ITT Wastewater
II
Goulds Pumps
rl LS P03/LS PO7 Sump Pulmlps
#1 (FEATUREffi)
f IN Corrosion-resistant construction.
■Stainless Steel motor casing and fasteners.
■Glass-filled thermoplastic impeller and
casing.
■Upper and lower heavy duty ball bearing
construction.
(LSP03AT) ■ Motor is permanently lubricated for
extended service life and is powered
for continuous operation.All ratings are
within the working limits of the motor.
■ Hard coated 400 series stainless steel
z
l
shaft for improved corrosion resistance.
WWII
LSP03AV ■ Float switch is adjustable for various
u liquid levels. Easily removed for direct
pump operation or switch replacement.
IN Complete unit is lightweight, portable
LSP07 and easy to service.
I� ■Available in manual and automatic ver-
sions. See next page for specific order
II numbers.
I.1 GOU LDS PUMPS R A double labyrinth lip seal system p
tests the motor. It consists of three lip
seals and a V-ring in addition to an im-
peller counterblade system which keeps
Goulds Pumps is a brand of ITT solid particles away from the seal unit.
JResidential and Commercial Water.
w W.goulds.com
�J Engineered for life
I�

GOULDS PUMPS
�l Z Wastewater
II
APPLICATIONS • Class B insulation.
Speclally designed for the following uses: • Stainless steel shaft.
• Basement draining • Air filled design.
• Water transfer • Power cord length: LSP03; 10 feet standard,20 feet
• Dewatering optional,LSP07; 20 feet.
SPECIFICATIONS FLOAT SWITCH OPTIONS
f • Discharge size: I Wi NPT ■Models are available with a float switch.Several op-
• Capacities:to 57 GPM. tions for automatic operation.
• Maximum head:34 feet TDH. ■'AV"models are supplied with a vertical float switch.
• Max.solids:%"spherical ■'A"models are supplied with a built in float switch.
• Temperature: 104OF(400C)maximum liquid ■'AT"models are supplied with a piggy-back replace-
temperature. able float switch,
{-) • Maximum pump submergence is 10 ft.for LSP03;
4 16 ft.for LSP07. AGENCY LISTING
I MOTOR SA° CoadlalSgy@ da 's Aawdanca
Mle#L
_I •Single phase,3450 RPM,60 Hz c us
U do'.911.L81W@tine,
• LSP03,'/a FIR 115 V,2.9 maximum amps. U� nl:ae3318
(1 • LSP07,NHP, 115V(7.1 amps)or230V(3.5 amps).
dl • Built-in thermal overload protection with automatic Goulds Pumps is ISO 9001 Registered.
reset.
f • Permanent-split-capacitor type.
l
MODEL INFORMATION
Minimum Min. Min. Minimum Maximum Shipping
Order No. HP Volts Amps Circuit Phase Float Cord Discharge On Off Basin Solids Weight
Breaker Switch Style Length Connection On
Level Diameter Size lbs/kg
l" LSF0311 Plug/No Swtth Manual *2�
LSP03tlA Built In Wide Angle 10' IV
I ' LSPD311 AT In bad Wide Angle IV
u LSP0311 AV Piggyback VeMcal 1'6" 8.5" 'e" 11/5
LSP031IF 6 115 2.9 10 1 Plu /No Switch Manual LSP0311AF Built-in Wide An le 20' 11"LSP0311 ATr PiggybackWideAngle 11"
LSP0711F Plug/NOSwitch Manual Manual 9"
LSP071 I AF 115 7.1 LPiggyback
ilt-In Wide Angle 12.5' 6.5" 12"
LSM711ATF %M23O3
f0 1 yback Wide Angle 20' 1'h" 12.5" 6.5" 12" sU' 15/6.8
LSP0712F Plug/No Switch Manual Manual 9"
LSP0712AF utin Wide Angie 12.5" 6.5" II"
LSP0712ATF Wide Angle 12.5" 6.5" 12"
iJ 2
iJ

' ITT
GOUL PUMPS
W
l Wastewater
I
FEET
MODEL:LSP03,LSP07
SIZE: '/e SOLIDS MAX,
I� 35 RPM: 3450
LSPD7 HP: ysand'A ,
30
25,
u
20 LSP03 t
15 .. . . _ -
I-� 00 10 20 30 40 50 GPM
CAPACITY
iI
COMPONENTS 7
( 7 Item No. Description a �: ..
i 1 Casing
2 Impeller
3 Suction strainer
4 Shaft seal with cover 5
f 5 Motor
6 Ball Bearing 4
Capacitor I
8 O amp
( I 3
'lJI
u
3
JI

7
Il ITT Wastewater
DIMENSIONS
(All dimensions are in inches and weights in lbs.Do not use for construction purposes)
t
LSP93 91/+ ]h
LSP07 11'A 91b
LSP03AV 9% 7%
POWER CORD,
1613 SITW WITH THREE PRONG
(l GROUNDING PLUG
` I 6'd"DIA.
3h ��
t. t�WNET
OISCNARGf
12
r I F
F I
��. H LSP03AV x
U
i
[qGOULDS PUMPS
I� Goulds Pumps and the ITT Engineered Blocks Symbol are
registered trademarks and tradenames of ITT Corporation.
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
8LSr03 August,2006
0 20061TT Corporation
J Engineered for life
rJ

i8 Detoils Provided by APPIAN Consulting Engineers www.appionengineers.com 06/30/2008 — 3:51:55 PM
GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET v INLET
Water and Wastewater Structures" —
r� 2, Concrete compressive strength 4,000 psi minimum. q LaveL o p
III 3. Steel reinforcing design to conform to the requirements of ASTM C890 speclAcatlons for ♦ e O
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade ; FLOW v in
60 re-bars conforming to the requirements of ASTM A615 or WINE conforming to the v v
�I requirements of ASTM A185 or both. Place Additional reinforcing at all openings.
4. Optional E2 set lid cast in place.Supplied by Dellinger Precast.To be feld adjusted ELEVATION
using approved methods by contractor.
5. Pipe penetration locations as per job requirements.Pipe inlet and outlet locations to 2 `
have PSX
nne Direct Effluent
Filter boots or equal.Pipe Inlet locat Te &Pipe sides)to be knock . ��
out is to be EffluentihConSaaled by Dellinger. Inlet Tee&Pipe supplied 1. contractor, it
6. Joints to bewithCireme Coffatbutyleral spolntsealantorequal.Sealant f �
meets or exceeds the requirements of latest federal specification 55-5-0021(210-A),
I AASHTO M-1988,and ASTM C-990-91.
7. Lift Insert Ltll Eye Pin by M.A Industries or equal,
Cast-in by Dellinger Precast.Lifts meet or exceed ,1
OSHA thodof lreufact ru TOP
�I 8. Method of m monolit ic Is Wet Weights:
J
9. Sections are monolithic.Weights:
Top Slab 3,134 fibs. SLAB
Base Section 9,751 z be. NOTES
n 10. I.D.=Inside dimension
I J O.D.=Outside dimension 3&4 y 4"" S': NOTE 3
L=Length
W=Width
Il H=Height � 9
I w
0
136'2�3�P TpP w 6q^(0.. TOP DIM'S
M
4" KO INLET
��IG�6PFFLE (TYP. 3 S SIDE)
r OPTIONAL , 1j3 TPA Zr NOTES 3&5
ROUND LID = -le NOTE
22"DIA ^
�� O 3"THICK - 2"WIDE SLOT
' WALLS TYP. ,r I SLAB&EN TOP
n IMPRINT: I" i BAFFLE
20'DIA = STB-338
j J . ai 1,500 Gal. 11 n` �iy NOTE 3
004„OUTLET (5)4„ DIA.
I I EFFLUENT ' �+ HOLES
u F FILTER @ '', �'�6> 3"THICK
Zr NOTES I 00) WALLS TYP.
I F
30%LIQUID 132 BOTTOM DIM'S
DEPTH FROM
�,,• .� j 6
Lf BOTTOM BOTH w 881fZ 138 (O p) BASE
SIDES,NOTE 10 BO (��) l., SECTION
D 1 ,500 Gallon (Top Slab) Scale:
Not To Scale
8 Revision Date:
I SEPTIC TANK February 2008
I Detail#
LLLJJJ 4531 North Hwy 16 . Denver,N.C.28037 Phone:[phone] • 704-083-2868 . Fax:[phone] ST-1,500-TS

j08 Details Provided by APPIAN Consulting Engineers www,appionengineers.com 06/30/2008 — 3:40.44 PM
GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET ', INLET
Water and Wastewater Structures" _
I'ry 2. Concrete compressive strength 4,000 psi minimum. ❑ p p ❑
& Steel reinforcing design to conform to the requirements of ASTM C890 specifications for O I ♦ !
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade io n FLOW
60 re-bars conforming to the requirements of ASTM A615 or W WF conforming to the v
(-I requirements of ASTM A165 or both.Place Additional reinforcing at all openings. - -
4. Optional riser or optional 24"round EZ set lid.Supplied by either Dellinger Precast or ELEVATION
customer,To be field adjusted using approved methods by contractor.
5. Pipe penetration locations as perjob requirements.Pipe Inlet and outlet locations to
n have Pi Direct Drive boots or equal.Pipe Inlet locations(typical 3 sides)to be knock
out pannels.Effluent Filter supplied by Dellinger.Pipe supplied&Installed by contractor.
6. Joints to be sealed with Congeal CS102.butyl burger Joint sealant or equal.Sealant
meets or exceeds the requirements of latest federal specification SS-8-0021(210-A), ik '� '�� NOTES 3&4
n AASHTO M-1988,and ASTM C-990-91. 6, Z
7. Lift InsertI Lift Eye Pin by M.A Industries or equal, 2 8' y )8„ 18"
Cast-In by Dellinger Precast.Lifts meet or exceed A
OSHA requirements,
I� 8. Method of namufacture Is Wet Cast,
9. Sections are monolithic.Weights: TOP
TOP Slab 1,712 t lbs. 24 24
^
r Base Section 5,865t 1bs. SLAB
10. I.D.inInside dimension
( O.D.=Outside dimension
L=Length a NOTE 3
W=Width NOTES
H=Height 3&4
W
r - - - - - - - - - - - 'I ° o
f OPTIONAL (I '�)) --TOP DIM'S RISER DETAIL: 0
t 22" 22"
L' r` 4"KO INLET
) � z F�Oi (TYP.3 SIDE)
I/ SEE NOTES
3&5
O 3"THICK i NOTE 6
I '- WALLS TYP.
NOTE 6 �� IMPRINT:
_ _ PT-283 m e 4 r
I � '- - - - NOTE 3
LJ - m 1,000 Gal. ml h'lk y d'r'�1 Ui `i
C
4"OUTLET
IJ - - - - - - - - -
OPTIONAL F NOTES
3&5 j 3"THICK
II ROUND LID si WALLS TYP.
J •.r (0 -BOTTOM DIM'g
24"ola BASE
51„O. SECTION
p l
D 1 ,000 Gallon (Top Slab) goals:
Not To Scale
fi PUMP TANK Revision Date:
February 2008
Detail#
4531 North Hwy 16 . Denver,N.C.28037 . Phone:[phone] . 704483-2868 . Fax:[phone] PT-1,0004S

pF W ATP9 Michael E.Ross
Jr.,Govemor
Cl q William0. Secretary
NON Department,Caroline Department of Environment and Natural Resources
r Alan W.Klimek,P.E.Director
O T Division of Water Quality
Colaen H.Sullins,Deputy Director
Division of Water Qmht,
Asheville Regional Oitme
WATER QUALITY SECTION
April 18, 2005
Mr. Lee Myers
2390 Herron Branch Road
Whitter,NC 28789
Subject: Wastewater Disposal.for Single Family Residences
Alternatives and Options
Jackson County
Dear Mr. Myers:
The Asheville Regional Office of the North Carolina Division of Water Quality has received a large number of
requests for permits to discharge wastewater generated at facilities which do not have a traditional septic tank
and distribution field as an option. In order for the Division of Water Quality to comply with 15A NCAC 2H
.0105 (c) (3), all other wastewater treatment and disposal alternatives must be explored prior to considering a
discharge option. For any of your clients that wish to obtain a permit to discharge wastewater,please advise
them that the following criteria must be met:
• A statement of a lack of community sewer availability(municipal or other) for the proposed residence.
• A letter of denial from the County Health Department stating that a traditional septic tank and distribution
field are not acceptable for a given site..
• A letter of denial from the NC State Department of Environmental Health(or its representative)stating that
an alternative type of onsite(including subsurface spray irrigation or drip irrigation), subsurface disposal
system is not permittable.
• A letter from a North Carolina Licensed Soil Scientist, which states there is no available surface disposal
(spray irrigation or drip irrigation of treated wastewater.)alternative available.(Must be stamped and signed
with his/her professional seal.)
• Ajustification from applicant that no adjacent or additional property is available for any of the above types
of disposal system. This should be both a financial justification and an environmental justification
including the above criteria.
A AN
59 Womlim place Asheville,North Carolina 28801 Telephone[phone] F.[phone] Customer Service 1-877-623-6749

Wastewater Discharge under NCG10000
Page 2.
Lastly, any submitted application must include a wastewater system design,which will adequately handle theI
proposed waste to be generated from the planned facility. As newly constructed wastewater treatment and
disposal systems must include a septic tank,primary and secondary(or re-circulating)sand filters,disinfection,
and post aeration apparatus, the proposed applicant must obtain the services of a North Carolina Licensed
Professional Engineer to design and supervise the installation of the subject wastewater treatment system. The
submitted application must include pans and specifications for the proposed wastewater treatment system and
must be signed and sealed by the above, mentioned, Professional Engineer.
As the Division of Water Quality considers any form of discharge to be the least desirable option,the Asheville
Regional Office will only consider an application,which includes all of the above listed materials. Should you
have any questions,please do not hesitate to contact me at 828-251-6208 or at [e-mail]
Sincerely,
Kevin H. Barnett
Environmental Chemist
59 Woodan Place Asheville,Notlh Caroline 28801 Telephone[phone] Pax(828)251-6452 Customer Service 1.977-623-6748

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross,Jr., Secretary
Alan W. Klimek,P.E., Director
SURFACE WATER PROTECTION SECTION
July 28, 2004
Arthur J. Dean
1103 Thomehill Drive
Anderson, SC 29621
Subject: Wastewater Disposal for Single Family
Residences
Alternatives and Options
Jackson County
Dear Mr. Dean:
The Asheville Regional Office of the North Carolina Division of Water Quality has received a
large number of requests for permits to discharge wastewater generated at single family
residences that do not have a traditional septic tank and distribution field as an option. In order
for the Division of Water Quality to comply with 15A NCAC 2H .0105 (c) (3), all other
wastewater treatment and disposal alternatives must be explored prior to considering a discharge
option. Should you wish to obtain a permit to discharge wastewater, please advise them that the
following criteria must be met:
• A statement of a lack of community sewer availability (municipal or other) for the proposed
residence.
• A letter of denial from the County Health Department stating that a traditional septic tank
and distribution field are not acceptable for a given site.
• A letter of denial from the NC State Department of Environmental Health (or its
representative) stating that an alternative type of onsite (including subsurface spray irrigation
or drip irrigation), subsurface disposal system is not permittable.
• A letter from a North Carolina Licensed Soil Scientist stating there is no available surface
disposal (spray irrigation or drip irrigation of treated wastewater.) alternative available.
(Must be stamped and signed with his/her professional seal.)
• A justification from applicant that no adjacent or additional property is available for any of
the above types of disposal system. This should be both a financial justification and an
environmental justification including the above criteria.
Asheville Regional0i One
2090 U.S.Highway 70,Swannanoa,Nodh Carolina 28778 O1 ti1C1TO11Ila
Phone: [phone] FAX: [phone] Internet: h2oemrstate.naus Noft � //n/
An Equal OpportunitylAfirmative Action Employer-50%Recycled110%Post Consumer Paper p aAlir�Lh/

Wastewater Disposal for Single Family Residences
Page 2.
Lastly, any submitted application must include a wastewater system design, which will
adequately handle the proposed waste to be generated from the planned residence. As newly
constructed wastewater treatment and disposal systems must include a septic tank, primary and
secondary (or re-circulating) sand filters, disinfection, and post aeration apparatus, the proposed
applicant may desire obtain the services of a North Carolina Licensed Professional Engineer to
design and supervise the installation of the subject wastewater treatment system. The submitted
application must include pans and specifications for the proposed wastewater treatment system
and must be signed and sealed by the above mentioned Professional Engineer.
As the Division of Water Quality considers any form of discharge to be the least desirable
option, the Asheville Regional Office will only consider an application, which includes all of the
above listed materials. Should you have any questions, please do not hesitate to contact me at
828-296-4500 or at [e-mail]
Sincerely,
f
i
Kevin H. Barnett
Environmental Chemist

NOV-t6-05 WE➢ BT:29 ql+l R.L.➢. 828 586 2Tb1 P. @l
Denial fettee Prom lacks@¢County Health Department
�IJ E M E II 1'I�S
Attn: Keith Haynea
WATER QUALITYS ECTION
A MF VILLF. REGIONAL OFf--ICE

NOV-16-05 WED 07:ZO AM R.U.C.�� 8p2p8 58876('273i P.02
�Iq.r,y.,q.p,Iyl.,O,tUuf.I,(ialJ¢,�.a,+.'�ittiYar.�a.P,�rcU�uai.Jl.eUN.t3v ---
COMMUNITY SERVICE CENTER•533 SCOTTS CREEK ROAD.SUITE ]oo•SYLVA.NC 25779
tu�1v & e, PAUTA G.CARDEN TEL,804' 1663497
N ,®.$ p��*`r tro-Lp� DIRECTOR September 27,2005
L - 4�»4d'p•
Re: App¢catio¢for 1mMV=WLpm&1t for Michael Adams, 853 Locus[ Creek Rd
Health Departmen file No,J55761
Dear Mr.Adams,
The Jackson County.Health Department, Frrvironmemal Health Division on
September 2 ,2005 evaluated the above�refewuced property at the sire designated on the
plat/site plan that a,,omlpa¢ied your improvement permit application. According to your
application you are adding 3 bedrooms to an existing 2 bedroom septic system with a
design wastewater flow of 600 gallons per day. The evaluation was done in accordance
with the laws and Hiles governing wastewater systems in North Carolina General Statute
130A-333 including related statutes and Title 15A, Subchapter 18A,. of the North
Carolina Administrative Code,Rule. 1900 and related rules.
Based on the Criteria set and in Title 15A, Subchapter 18A, of the North Carolina
Administrative Code,Rules .1940 through .1948,the evaluation indicated that the site is
UNSUITABLE for a ground absorption sewage system. Therefore,your request for an
improvement permit is DENIED. A copy of the site evaluation is enclosed. The site is
unsuitable based on the following.
Unsuitable soil topography and/or landscape position(Rule.1940)
Unsuitable soil characteristics(structure or clay mineralogy)(Rule.1941)
Unsuitable soil wetness condition(Rule.1942)
Unsuitable soil depth(Rule.1943)
:7�Presence of restrictive horizon(Ruts.1944)
lnsufficiem space for septic system and repair area(Rule.1945)
Unsuitable for meeting required setbacks(Rule .1950)
_ Other(Rule.1946)
These severe soil or site limitations could cause premature system failure,leading to
the discharge of untreated sewage on the ground surface, into surface waters, directly to
ground water or inside your strueture.
The site evaluation included consideration of possible site modifications, and
modified, innovative or alternative systems. However, the Health Department has
determined that none of the above options will overcome the scvexe conditions on this site.
A possible option might be a system designed to dispose of sewage to moth" area of
suitable soil or off-site to additional property.

NO9-16-05 WED 07:30 AM A.L.D. 828 585 2731
For the reasons set out above, the property is currently classified UNSUITABLE,
and no improvement permit shall be issued far this site in accordance with Rule.194g(c).
However, the site classified as UNSUITABLE may be classified as
PROVISIONALLY SUITABLE if written documentation is provided that meets the
requirements of Rule.1949(d). A copy of this rule is enclosed. You may hire a consultant
to assist you if you wish to try to develop a plan under which your site could be reclassified
as PROVISIONALLY SUITABLE.
You have a right to an iuformal review of this decision. You may request arm
informal review by the soil scientist or environmental health supervisor at the local health
department. You may also request an informal review by the N.C. Department of
Environment and Natural Resources regional soil specialist. A request for informal review
must be made in writing to the local health department.
You also have a right to a foetal appeal of this decision, To pursue a formal appeal,
you must file a petition for a contested case hearing with the Office of Administrative
Hearings, 6714 Mail Center, Raleigh,N.C. 27699-6714, To get a copy of a petition form,
you may write the Office of Administrative Hearings or call the office at(919)733.0926 or
from the OAH web site at ht!R�//www.ncoah.wm/fhms,shfiu . The petition for a contested
case hearing most be filed in accordance with the provision of North Carolina General
Statutes 130A-24 and 15013-23 and all other applicable provisions of Chapter 150B. N.C.
General Statute 13DA-335 (g)provides that you hearing would be held in the county where
your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition fort
with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS
LETTER The date of this letter is September 27, 2005. Meeting the 30 day deadline is
critical to your right to a formal appeal. Beginning a formal appeal within 30 days will not
interfere with any informal review that you might request. Do not wait for the outcome of
any informal review if you wish to file a formal appeal.
If you file a petition for a contested case heating with the Office of Administrative
Hearings, you are required by law(N.C. General Statute 150E-23) to send a copy of your
petition to the North Carolina Department of Bnvironment and Natural Resources. Send the
copy to: Office of Gemand Counsel, N.C. Department of Environment and Natural
Resources, 1601 Mail Service Center,Raleigh,N.C.27699-1601, Do NOT send the copy
of the petition to your local health department. Sending a copy of your petition to the local
health department will NOT satisfy the legal requirement in N.C. General Statute 150E-23
that you send a copy to the Office of General Counsel,NCDENR.

NOV-16-05 WE➢ BT:31 qM R.L.➢. 828 566 2731 P.84
You may call or write the local health department if you need any additional
information or assistance.
Sincerely,
i
I

r FIOV-t6-05 WE➢ 07::�dl RM R.L.P. f I 828 586 2731 P.05
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F WATF 1 ._r ,
9 FIr{J M(t�l'ae1 F E,lsley Governor
p� 4G EI a "
4 Environment
G R ss al Resomtary
> r' North Carolina Depe lment afEnvironmentand NaNral Resouroes
Alen W.Klimek,P.E.Director
Division of Water Quality
SURFACE WATER PROTECTION
December 12, 2005
Mr. Darryl Adams
853 Locust Creek Road
Sylva, North Carolina 28779
Subject:Wastewater Disposal for Single Family
Residences
Adams' Residence
Alternatives and Options
Jackson County
Dear Mr, Adams:
Below is the information you requested regarding a permit to discharge wastewater generated at a
single-family residence (or a small generator) that does not have a traditional septic tank and
distribution field as an option. In order for the Division of Water Quality to comply with 15A NCAC 2H
.0105 (c) (3), all other wastewater treatment and disposal alternatives must be explored prior to
considering a discharge option. To obtain a permit to discharge wastewater the following criteria
must be met:
• A statement of a lack of community sewer availability (municipal or other) for the proposed site.
• A letter of denial from the Jackson County Health Department stating that a traditional septic tank
and distribution field are not acceptable for the proposed site.
• A letter of denial from the NC State Department of Environmental Health or Jackson County
Health Department (or its representative) stating that an alternative type of onsite (including
subsurface spray irrigation or drip irrigation), subsurface disposal system is not permittable.
• A letter from a North Carolina Licensed Soil Scientist, which states there is no available surface
disposal (spray irrigation or drip irrigation of treated wastewater.) alternative available. (Must be
stamped and signed with his / her professional seal.)
• A justification from the applicant that no adjacent or additional property is available for any of the
above types of disposal system. This should be both a financial justification and an environmental
justification including the above criteria.
Lastly, any submitted application must include a wastewater system design, which will adequately
handle the proposed waste to be generated from the planned residence. As newly constructed
wastewater treatment and disposal systems must include a septic tank, primary and secondary sand
filters, disinfection, and post aeration apparatus. The submitted application must include plans and
specifications for the proposed wastewater treatment system. NrWC"hcmo
a}!ina
ljatur �
North Carolina Division of Water Quality 2090 U.S.Highway 70 Sweunanoe,NC28778 Phone[phone] Customer Service
Internal: h2o .n,ametatec.us PAX [phone] 1-877-623.6749
An Equal OpporlunitylAHirra llve Athos Employer—50%RecycledH➢%Post Consumer Paper

Mr. Darryl Adams
December 12, 2005
Page 2
As the Division of Water Quality considers any form of discharge to be the least desirable option,
the Asheville Regional Office will only consider an application, which includes all of the above listed
materials. Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Larry rost
Environmental Engineer
Enclosure

Get Directions Pagel of
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• iage 74, grid section E-1 map
, page 74,grid section L-4,
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Estimated Total Driving Time: Estimated Total Driving Distance: Total Number of Steps:
1 hour, 15 minutes 60 miles 19
Step Directions Distance
You are at Swannarl
..................................................................................... ................................................... .......
2 Go SW on Riverwood Rd for 0.18 miles 0.2 miles
....1.................­.............................................I........I.........­................................................................................. ......................
3 Turn hard left onto US-70 (Black Mountain Hwy) OA miles
............................................................................................ ..................................................................­­......I.........................................
4 Turn right onto Patton Cove Rd 0.3 miles
...........111.1.1.........................I......................................I................. ..................................................................................
Turn right on ramp to 1-40 W 0.2 miles
... ..........­..........I..........................11.............................................-.... ........................................................._.....................I.............
6 Continue on 1-40 W 30.8 miles
............................................ ..................................................................................................I.............I........I...................................... .....I......
7 Exit onto off-ramp at exit 27 to US-74 W 0.8 miles
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Continue onto US-74 W 0.6 miles
.........................................................I.................................................... .............................................................I.............................I...............
9 Bear right on rampto US-19 5 (US-23 S, US-74 W, Great Smoky 0.2 miles
Mountains Expwy)
..................................... ..................................................................... ..............-.1............................................................
10 Continue onto US-19 S (US-23 S, US-74 W, Great Smoky Mountains 2.5 miles
Expwy)
............................................ ....................... ........................ ............... .........I.......
11 Continue onto US-23 S (US-74 W, Great Smoky Mountains Expwy) 9.5 miles
.................................................... ..........................I.................................................... ...............................
12 Continue onto US-23 S (US-74 W) 8.3 miles
........................................................................................................................................................................ .........................................
13 Bear right on ramp to BUS US-23 0.4 miles
...........I........... ...................................................................................................................................................................... ...............
14 Continue onto BUS US-23 1.4 miles
......................................................................................................................................................................................................................
is Bear left onto NC-107 2.9 miles
........... ..................................................................................................................................................................................................................
15 Bear left onto SR 1002 0.2 miles
...................... .......................................................I............................I...... .......................................................................................
17 Bear left onto Locust Creek Rd 0.2 miles
... ........ ............................................................................. ...................... ...........-.................................................................
18 Continue onto SR 1728 0.6 miles
....................................I.....................I................................................................................................................................................................
19 You are at 853 Locust Creek Rd,Sylva,NC
...............................................................................................................................................................................................................
Destination: 853 Locust Creek Rd
Sylva, NC 28779-6572
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STAFF REPORT
TO: Joe Corporon
FROM: Jeff Menzel
DATE: 01/11/2013
SUBJECT: Acknowledgement of New Permit Application
NCG551554
Cynthia Treavor Jones
17A Solid Rock Hollow
Sylva, NC 28779
Request that Asheville Regional conduct site visit and submit a staff report with
recommendations:
• Site Visit conducted 1/10/2013 by Jeff Menzel.
• Application is requesting a variance to utilize a 25' setback instead of the
50' requirement from the property line.
• Current system for the existing house is failing.
• No 7Q10 flow estimate at the proposed discharge point from USGS
included in the application.
The Asheville Regional office recommends that a variance be granted to utilize
the 25' setback instead of the 50' requirement.
The current system is failing but did not appear to be getting directly into the
creek. Once the system is permitted, instillation of the new system should be
expedited to alleviate the health and environmental concerns the current system
is causing.
In the application the engineer checked that he provided a Certificate of
Coverage forthe 7Q10 flow estimate reggirpmegrit,,Upop review of the application
package no 7tQ10 flow estimate generated byUSGS could be found only an
estimate by the engineer who states, We estimate the water flow to be around
15,000 cfs." There is no documentation tas to how this number was derived and it
seems to be a gross overestimate of the actual flow. Upon inspection it appears
that there would be positive stream flow in Savannah Creek even during 7Q10
conditions.
The Asheville Regional Office recommends that this permit be granted if all
application requirements are met.

,,,���,,, ` 1MWOR
E. Y,..��� 1 �
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R, van der Vaart
Governor Secretary
May 8,2015
Ms. Cynthia Treavor Jones -
17A Solid Rock Hollow
Sylva,NC 28779
SUBJECT: Compliance Evaluation Inspection
17A Solid Rock Hollow
Permit No: NCG551554
Jackson County
Dear Ms. Treavor Jones:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection conducted at your 17A Solid Rock Hollow on May 4, 2015. The facility was found to
be in compliance with permit NCG551554 for Single. Family Residence (SFR) wastewater
discharge permits.
Refer to the enclosed inspection report and Technical Bulletin for General Permits for
SFRs for additional information.
If you have.any questions,please call me at 828-296-4500.
Sincerely,
Timothy Heim, P.E.
Environmental Engineer '..
Enclosure
cc: MSC 1617-Central Files-Basement
WQ Asheville Files
G:\WR\WQ\7acksoa\Wastewater\GeneralNCG55 SFR\SFR's NCG55\NCG551554WCG55I554 CEI 5-15.doc
i
i
2090 U.S.Hwy.70,Swannanoa,North Carolina 28778
Phone:828-296A500\Internet:www.ncdencgov
k Equal Opppdenity l Nfi,.W ko,w Emplge,—Made In Oed b,reayded paper

United elalee Environmental PmteMicn Agency Food Approved,
EPA Weahfngton,D.C.20160 - OMB No.2040-0067
Water Compliance Inspection Report Approval exples B-31-98
Section A:National Date System Coding(i.e.,PCS)
Trensaclm.Coda NPDES yr/mo/day Impecllon Type Inspector Fac Type
1 N I 2 15 1 3 I NCG551554 I11 12 16/06/05 17 18 Li 19 Lsj 20I I
211 III I I I I I I I I 11J I I I I I I I I I I I I I I I I I. 1 'I 1 11 I 1 I I 11fi6
Inspection Work Days .Facility Self-Monitoring Evaluetlon Rating. B1 CA -------------Reserved-------------
67 L ...... ... 70 I I 71 L I I 72 1 „ I 731. I 174 76I I I I I I I IBO
LJ Section B:Facility JData L:J I
Name and Location of Facility Inspected(Far Intlustrial Users discharging to PORN,also include ErNry Time/Date, Permit Effective Date
POrfWname and NPDES permit Number) 02:48PM 15/05/05 13/08/01
17A&173 Solid Rack Hollow
17 Solid Rack Hallow - Exit Time/Date Permit Expiretimi Data
SyIva NC 28779 03:1 OPM 16/06/05 -18 O7/31
Nanni of Onaite Representative(s)ffitles(elPhone and Fax Numbers) Other Facility Data
Name,Audi of Responsible Cffidal/ritleRhone and Fax Number
Contacted
Cynthia Trevor Jonas,17-A Solid Rock Hollow SyIva NC28779///
No
Section C:Areas Evaluated Dunng Inspection(Check only those areas evaluated)
Permit Operations&Maintenance M Records/Reports Facility Slte Review
Effluent(Receiving Waters I,
Section D:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(.)and Signature(.)of Inspector(.) Agency/Office/Phone and Fax Numbers Data
Timothy H Heim ARO M/828-2964665/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Dale
EPA Form 3580 3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type
31 NCG551554 I11 12 15,05,05 17 18 (;
Section C:Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
The system is a SeptiTech advanced treatment system. The Permittee stated that she has a contract
for routine O&M on the system and it is inspected and maintained quarterly. The system components
we were able to inspect appeared to be well maintained and in good working condition. No discharge
was occurring at the time of the inspection. No adverse impact to the receiving stream was noted at
the time of the inspection.
I
i
f
Page# 2

Permit NCG551554 Owner-Facility: 19A8 17B Solid Rock Hollow
Inspection Bate: 05105/2015 Inspection Type: Compliance Evaluation
Operations &Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters,for ex: MLSS,MCRT,Settleable ❑ ❑ 0 ❑
Solids, pH, DO,Sludge Judge,and other that are applicable?
Comment:
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permiftee submitted a new ❑ ❑ �.
application?
Is the facility as described in the permit? 0 ❑ ❑ ❑
#Are there any special conditions for the permit? ❑ 0 ❑ ❑
Is access to the plant site restricted to the general public? 0 ❑ ❑ ❑
Is the inspector granted access to all areas for inspection? 0 ❑ ❑ ❑. .
Comment: . 'I
Septic Tank Yes No NA NE
(If pumps are used) Is an audible and visual alarm operational? 0 ❑ ❑ ❑
Is septic tank pumped on aschedule? 0 ❑ ❑ ❑
Are pumps or syphons operating properly? 0 ❑ ❑ ❑ I.
Are high and low water alarms operating properly? 0 ❑ ❑ ❑ '..
Comment:
Disinfection-Tablet Yes No NA NE ICI
Are tablet chlorinators operational? ❑ ❑ ❑ 0
Are the tablets.the proper size and type? ❑ ❑ 130
Number of tubes in use?
Is the level of chlorine residual acceptable? ❑ ❑ ❑
Is the contact chamber free of growth,or sludge buildup? ❑ ❑ ❑
Is there chlorine residual prior to de-chlorination? ❑ ❑ ❑
Comment:
De-chlorination Yes No NA NE
Type of system?
Is the feed ratio proportional to chlorine amount(1 to 1)? ❑ ❑ ❑
Is storage appropriate for cylinders? - ❑ ❑ ❑
Pal 3

Permit'. NCG551554 Owner-Facility: 17A81113 Solid Rock Hollow
Inspection Date: 05105/2015 Inspection Type: Compliance Evaluation
De-chlorination Yea No NA NE
#Is de-chlorination substance stored away from chlorine containers? ❑ ❑ ❑ E
Comment:
Are the tablets the proper size and type? ❑ ❑ ❑
Are tablet de-chlorinators operational? ❑ ❑ ❑
Number of tubes in use?
Comment -
Effluent Pipe - Yes No NA NE
Is right of way to the outfallproperlymaintained? ❑ ❑ ❑
9 Y
Are the receiving water free of foam other than trace amounts and other debris? 0 ❑ ❑ ❑
If effluent (diffuser pipes are required) are they operating properly? - ❑ ❑ M ❑ I
Comment:
I
s
Page# 4

e-
Inspection Data: S/gyp S Start Time: 114 End Times lC>
/� , 5JNQL FAMILY WASTEWATER YS: ENI CHECKLIST
Perrnitfee: f "�vi lr1 Permit:
Address: fj yj E-mail-
Phone:(��... CeI1:Phone.( .9 : County,
The PaVmittae is responsible fbrthaoPamGon antl maintenance aithe entire WaBleWatef tmatment and disposal system.
... Ddesnt via Not
Yes No ARPly Investigate
1 Is the current resident In the home the Permldee? El 0
(,J�
2.If not does the resident rent fmmthe permittee? Elu' 0 E 0
3 Change of Ownership form needed?(malt the form with the inspection letter) El E?e' 0 Q
4 Is there a inspection and maintenance agreement with a contractor?'. r-'O Q 0'
S.If yes to#4 who is the contractor?
SEPTIC TANK The septidtank and filters shpuld be checked annually and pumped/cleaned as nee ed.� ❑
e Is all wastewater from the home connected to the septic tank �/
El
7.Does the permitteelrosident know where the septic tank is located? G2 EJ ❑ Q
S.Has the septic tank been pumped In the last 5.years? E�/ El El 0
9.:If:yes to#8 date,If known If proof,describe
10 Does the septic tank have an EFFLUENT FILTH SANITARYT? (eireleone) t
11.IfYes to filter when was the filter cleaned? u` whom? at0`
SAND FILTER/TREATMENT PODS YES M - NO U If no:proceed to the'nextleection.'
gccessiblesand fatersuffaces shell be raked and leveled every,six months and ab"og tatae gmanh shall be am9yed manually,
12,Is system something other than a sandfifter? W r�-1-�}{
13. Ifyees,what klnd7(examples-Peat,Textile,Other or brand name-Advamax,etc)
14:Does the permittee,know where the sandfilteris located? W El
15, Does the sandfilter require maintenance?. _.
It diarntanan�Is legm171 El El
md 2kplerp Inihe onmmentyeClOrt: -
DISINFECTION Jr UV YN$ E3 NO W If no proceed to the ne d;section.
The tilttamolet unit shall be checked Weekly.The lamps and sleeves should be cleaned or replaced as needed to ensure proper disinfelf n.
16 ❑
is UV working? krJl
El El
17,Has the,UV Unit been sanded and bulbs cleaned? © ❑ ©.
18,Who completes the weekly,cheok for the (Noo-Or, ha:ge
OISINFECTIQN I TABLETS - - YES NO If no proceed to the--next sectiom.
The tablet chlorinator unit shall be checked weekly to ensure continuous and proper opmaton:.
19.:Does th spermittee have the correct chlorine:tablets?(If none, mark No)' Q
20.Does the Permittee know the location of they chlorinator? ❑ 0. 0
21.Were chlorine tablets observed in the chlorinator? 0 n d n
22..Are tablets contacting water?If possible poke'tham to ermine. El Q El
DECHLOR(Discharge only) YES No U If ne pr eed to the nelct section.
The dechloreator unit Shall be checked weakly to ensure continuous and proper operation.
23.Does the permlttee know where the dechior is? 0 Q El
24, Does the parmittee have the correct dechior tablets? EJ p Q `v"
25 Were dechior:tablets observed':in the dechlorination chamber? EJ 0 E�1'
26,Are tablets contacting water?If possible poke them to determine. ❑ 0 11 L

Doesn't Did Not
Yes NO Apply investigate
PUMP TANK YES NO If no proceed to the next section.
All pump and alarm syterns shall he Inspected monthly,(non,discharge'. ❑ ❑
27 Is the pump working?
26 Are the audible and visual high water alarms operational? Q� 0 El 0
28 Does the permittge know how to Check the pump&high water afadm? 0 EJ
30, Eastfuncilonal'test, PUMP'.. . A4 E.&.VISUA(. ..
D15CHARGE ONLY YES NO If no praeeed to the.next section,
A visual review of the equal}location shall be executed twice each year(one at the time of sampling to ensure no vi "bie wilds of evidence of a mal(Unchon.
31, Does the pemllitee know where the outfali:is located7 Q d
32 Were you able to locate the,outfail7 01 EJQ,
33,Is the end of the discharge pipe visible and accessible? � rEl� 0 � I
34, Is outlet discharging? Q' t=l, n
35 is night of way maintained around the discharge point? E2" El Q 0.
36.Any Lab Results available? F-1 Eal 0 Ej
37,Is there evidence.of solids around the dlsch"go point? ❑. i2' Q 1:1.
DRIP or SPRAY - Yes: NO JX it no.proceed to the:next section..'
The l(4gation system shall be inspected monthly to ensure the syatem,e free pftesks and equipment is operating;as designed. -
38. 1ethesystem DRIP or IRRIGATION (circle one)? if irrigation number of sprinkler heAds
30,Are the cuffers adequate? l7 C1 F-1 Q'
40. Is the site tree of;ponding and runoff? El0 El
41. Does the application equipment appear to be working properly? ❑ Q ❑ 1'
42,Is:there a minimum two wire fence surrounding entire Irrigation area? ❑ 0 El
GENERAL
43,Are the treatment units locked and or secured? 0 c Q Q 44. Has resident had any sewage problems? If yes explain in the comment section. I.
46. Does the system match the permit description?if no eeppon in the comment section, E/ Ei F
46,It the system compliant? Imo" ❑ 0 0
47, Is the system failing? If yes,fake ptdurastf pcssitite.
N If systemis failing,any sign of children or animals contactingg,,sawage? Q' nil d
NQp;Sent#:'. . - - 1NOV Sent.#:-comments: Photos Taken?... Yes Lj No
f a5 G
ov le c� L
II
'I
INSPECTOR SIGNATURE- ���

VX 557 55Y
7 RO
n S,E
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(� VICIMT P-NOTTOI�R
JAN - 7 2012
{ oJmr 1 I r ciloN
r
PfiOJECT: _ a
Cynthia Treavor Jones
Residence ah
17A Solid Rock Hollow
I Syiva,NC 28779
J DESCAIPTION:
Direct Discharge Wastewater
I� Treatment System for LASH
Lots17A&6 �c INEERING
I Jackson round/ % Consufting CMI Englnee Mannvr
ILJI / 1104 CIngy Carr Vdva
near Sylva, NC. l Matthe ,N.G. W105
pa Phony.VW847-W51
JSubmittal: 12-7-2012 amalemlkal®aahangmaaNng.�am

n�
I Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews,NC 28105
Phone:[phone]
n Lash Engineering, Inc. [e-mail]
I I Cynthia Jones Wastewater System
Direct Discharge, NC.DWQ Application Submittal
Il
rl Table of Contents
I 1. Title Sheet
2. Basic Site Plan
3. Transmittal
4. Engineer's Project Summary
5. Authorization from Ms. Jones to begin process
6. Copy of Jones Check for Permit ($60.00)
1 7. Application (NCG550000) completed & signed
1J 8. Setback Variance Letter
9. Lash Engineering as Authorized Designer (American)
10.UV Light Letter
11. UV Light Specification (Cutsheet)
f I 12. UV Light Headloss Calculation
13. Gould Pump (Cutsheet)
14. Jackson County, Available Sewer—email
15. Jackson County, Available Sewer—aerial map
16. Available Sewer Analysis & Evaluation
17. Watershed Classification
18. Septic & Pump Tank (Cutsheets)
19. Jackson County Health Dept—Turndown Letter
u Also: 2 Sets of Plans and check are included in this submittal.
u

\ \ Proposed Wastewater
\ Treatment & Disposal for:
rl wnthia Treaver Jones
I \ 17A & B Solid Rock Hollow
Sylva, NC. 28779
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NEW \ V osm
---, �„ WATER MAIN

I Lash Engineering, Inc.
Civ i I/Consulting/W astewateidPlanning
n 1104 Cindy Can Drive
Matthews,NC 28105
Phone:[phone]
Lash Engineering, Inc. kel(io she��.ineerinq.com
December 7. 2012
Joe Corporon
NPDCS Permitting Program
Division of Water Quality
Raleigh, NC. 27699-1617
I Re: Cynthia Jones Residence Request for General Permit
( 1
This property is located on the outskirts of Sylva in Jackson County and cannot acquire sewer in
a standard fashion. The Owner is requesting a General Permit (NCG550000)and "Authorization
to Construct" for a direct discharge system.
Lll If I can be of any further service,please do not hesitate to call.
1
l Sincerely,
Michael Lash, PEA.. - yr
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I skill ttpzj
i Engineering, Inc.
CQ 8•'• ivil/Consniting/Wasiewater/Planning
1104 Cindy Can Drive
SAL Matthews, NC 28105
} Lazes/ 7 /L Phone: 704-847d037
(-1 Lash Engineering, Inc. ���lhjC:�,�Q1NE�}Py.Z`` un ik&t l,pyhfinaineerinr.com
I 'rizjtiAFCtW��s���:
I Project Summary for:
t Cynthia Jones at 17A & B Solid Rock Hollow
I I Jackson County; near Sylva, NC.
The project is located at 17A Solid Rock Hollow; Sylva, NC. in a subdivision on
1 the west side of Old Quarry Road (S.R.#1367) northwest of Highway #116. There
are 2 homes proposed for this system. The existing 2 bedroom home which is
C ) currently occupied by Cynthia Jones and a new 3 bedroom home to be constructed
adjacent to the existing home. The site originally had 3 homes — 2 of which have
been removed. The local Health Department has made visits to the property. Soil
investigation has shown that the existing soils are incapable of sustaining a typical
septic system. Further analysis determined that an advanced system with drip
ff tubing could not be supported either. Rock is predominant and is the foundation
I_I for the house to be constructed. Therefore, the Health Department has determined
that the site cannot support an on-site disposal system. A letter to that effect has
L, been included in this application. The neighboring pieces of property are existing
homes with very similar geological features, making additional acquisition of land
I for additional disposal very difficult.
I1
A copy of the Health Department's findings is included in this application.
' I Because the Health Department has declined the site for disposal, a soil report was
J not acquired.
A new system will be designed for 5 bedrooms at 600 gallons per day. The system
will utilize a 1,500 gallon septic tank and a new sand treatment facility will be
added with a UV light for the removal of pathogens. The treatment facility will be
downhill of the existing water well, which is over 100 feet away. A new
recirculating Sand Filter System (by American Onsite) designed for the 600 gallon
u system will be installed. The UV light will be incorporated into a separate
underground vault/box. The recirculating sand filter utilizes a gravity flow system
u

I that is initialized from a common pump tank. The system incorporates a common
septic tank from both homes that gravity feeds into a pump tank. The Pump Tank
alternately doses the two 60 sf sand filters. One sand filter gravity feeds back into
the Pump Tank or into the UV light for disinfection and discharge into the creek
n utilizing a 4:1 splitter. The other sand filter gravity feeds back into the septic tank
( I for additional denitrification. The effluent pumps in the Pump Tank are more than
adequate to pump to the sand filter units (located approximately 1 P higher than the
1 pump tank). I used a 15 foot head as a very conservative number(calculations are
shown on plan). A cleanout is also proposed at the exit of the effluent pipe to
assist with cleaning. The UV light is located on the discharge side of the Sand
Filter Units so treated effluent is passing through the light. The UV light is the last
stage the effluent passes prior to being discharged. The head losses of the effluent
[� passing through the UV light are very minor(negligible). I have included these
calculations. Should the UV light fail to operate, a voltage signal is sent to the
control panel and the system is shut down until the light is operational. This
j l protects the creek against the possibility of treated effluent that has not had the
pathogens killed from entering the creek.
The system utilizes an American Onsite Control Panel that has been designed to
work for this unit. It is a standard panel within a NEMA 4 enclosure setup for the
lfloats, pumps and internal monitoring of the system. A programmable micro-logic
controller (PLC) activates the recirculation and discharge pumps through a
!) program that self-adjusts these operations based on actual wastewater flow into the
1 processor (as monitored by the PLC). The processor constantly evaluates the water
usage and meters out the effluent discharge to the disposal area at the appropriate
interval to assure proper effluent treatment.
f ' The system will be discharging into Savannah Creek with approximately 75 square
U miles of upstream watershed (map shown in plans). We estimated the water flow
to be around 15,000 cfs. This needs to be verified by the State utilizing the 7Q10
fl analysis to determine a low flow basis. The creek is classified as "C;Tr".
I There is not a ground water issue where the tanks are located because of the slope
I_I of the mountain down to the creek. The units are approximately 14 feet higher
than the normal level of the creek at its closest point and approximately 4 feet
higher than the road. Should the creek back up (due to a blocked culvert for
instance), it would flow over the road prior to flooding the area of the tanks.
Therefore there is minimal if any upward pressure from groundwater or flooding
and as such no anti-floatation has been added to the plans. All of the tanks being
4 I utilized are precast concrete(no fiberglass).
u

Authorization from Cynthia Jones:
Email from Cynthia Jones, upon signing our Contract, giving us Authorization
to begin the process of Preparing 6 Filing a National Pollutant Discharge
Elimination System Application for her residential application.
I have attached all four pages. . . . .sorry I was late but working good now. . . .Cynthia
f� 561-846-2520
�rfII�III P•s. Call Sherry Ross at RB&T to let her know where to send payment, thank you
tl On Wed, Oct 17, 2012 at 12:49 PM, Michael Lash, PE. <mikel@lashengineeri 2.ccm> wrote:
llll It was nice to meet with you yesterday. The view and sounds of your place are amazing -and such a
�l contrast to your previous Florida abode.
J I have attached our Standard Contract that needs to be signed on the back. Basically it says that we will
design the system, go through the permitting process and then certify the system at the end for the Health
rn Department. Don't give the Contractor his final payment until we have provided you that letter. There
might be additional work that needs to be completed prior to me issuing you the letter and we would want
to make sure that he will do it. In addition to my fee there will be a permit fee with the State(the amount
depends on which system you choose) and any survey work that might need to be required.
I was hoping you could sign the back page, scan it(back page only)and then email it back to me. I'll
contact the bank for our initial $1,000 fee.
If you have any questions, please give me a call.
I �
LI
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FOR AcrNCY use ONI,Y
©� D:ac RNffl
Division of Water Quality/Water Quality Section Year Mm:E. D.,
CeniEcnie ofCovem c
NCDENR National Pollutant Discharge Elimination System
Cl—k AN-
NCG550000 Poo All, ud1.
I NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG550000: Single Family Residences and/or facilities discharging< 1000 gallons per day of
I� domestic wastewater
(Please print or type)
r) 1) Regional Office contact(Please note: This application will be returned if you have not met with
a representative from the appropriate regional office):
f� Please list the NCDENR Regional Office representative(s)with whom you have met:
I Name: Jaime Dellinger Jackson Counly Dent of Public Health Date: 10-30-2012
I 2) Mailing address of ownerloperator:
Owner Name Cynthia Treavor Janes
III Street Address 17 A Solid Rock Hollow
City Svlva State ZIP Code
Telephone# (Home)571-846-2520 (Work) N/A
e-mail address blueerin77g)gmail com
(� "Atltlress to which all permit correspondence will be mailed
3) Location of facility producing discharge:
f 1 Street Address 17A& 17B Solid Rock Hollow —
I`J City Sylva State NC. ZIP Code 28779
County Jackson
Telephone No. 571-846-2520
l4) Physical location information:
Please provide a narrative description of how to get to the facility(use street names, state road
f , numbers, and distance and direction from a roadway intersection). From State Hwv#116. no north
u at S.R.#1367 lake Old Quarry Road)to site on left next to creek Access to site is across a nice
driveway bridge that crosses Savannah Creek
LJ
J 5) This NPDES permit application applies to which of the following :
X New or Proposed (system not constructed) - (see below for explanation)
X Existing (system constructed); If previously permitted by local or county health department,
f please provide the permit number N/A and issue date
❑ Modification; please describe the nature of the modification:
l"here is a new 3 berm house being constructed and its sewer will be connected to an
existing 2 bdrm house sewer. The existing system for the 2 bdrm house will be abandoned
A new system for both houses is being proposed
u
Page 1 of 3 04/05

I NCG550000 N.O.I.
n 6) Description of Discharge:
a) Amount of wastewater to be discharged: one 2 bdrm house& one 3 bdrm house for 5 total bdrms
Number of bedrooms 5 _x 120 gallons per bedroom= 600_ gallons per day to be permitted
b) Type of facility producing waste(please check one):
r, X Primary residence ❑ Vacation/second home
❑ Other:
_ 7) Please check the components that comprise the wastewater treatment system:
(, X Septic tank X Dosing tank (Pump Tank)
❑ Primary sand filter ❑ Secondary sand filter X Recirculating sand filters)(two sand filters)
n ❑ Chlorination ❑ Dechlorination X Other form of disinfection: UV Light
' I ❑ Post Aeration (specify type)
r, 8) For new or proposed systems only-Please address the feasibility of alternatives to
If I discharging for the following options in the cover letter for this application:
a) Connection to a Regional or Municipal Sewer Collection System. None available
b) Letter from local or county health department describing the suitability or non-suitability of the site
for all types of wastewater ground adsorption and innovative non-discharge systems. Document
the repair potential of the failed system. Letter included in application
c) Land Application such as spray irrigation or drip irrigation. Bad Soils
9) Receiving waters:
Ila) What is the name of the body or bodies of water(creek, stream, river, lake, etc.)that the facility
wastewater discharges end up in? Savannah Creek
b) Stream Classification (if known): C_,Tr
10) The application must include the following or It will be returned:
a) For Certificates of Coverage:
Ed An original letter and two(1)copy requesting coverage under NCG550000.
Z A signed and completed original and one copy of this Notice of Intent Application.
2r A check or money order for the permit fee of$60.00 made payable to NCDENR.
Lvr Invoice showing that the septic tank has been pumped and serviced within the last 12
months(only when existing service tank will be used). (tank not used)
New or proposed facilities must also include:
Rr Letter from the county health department evaluating the proposed site for all types of
ground absorption and innovative non-discharge systems. Document the repair potential of
the failed system.
u CY Evaluation of connection to a regional sewer system (approximate distance&cost to connect).
Provide a 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological
Survey(919-571-4000)
b) For an Authorization to Construct(ATC) only: (Note: There is no fee for an AtC)
u Page 2 of 3
04105

n NCG550000 N.O.I.
I I ❑ A letter requesting an ATC
n ❑ Three sets of plans and specifications of proposed treatment system (see Permit
Application Checklist and Design Criteria for Single Family Discharge)
nnn ❑ Invoice showing that the septic tank has been pumped and serviced within the last 12
I months(only when existing septic tank will be used).
11) Additional Application Requirements:
n a) If this application is being submitted by a consulting engineer(or engineering firm),include
documentation from the applicant showing that the engineer(or firm)submitting the application
has been designated an authorized Representative of the applicant.
n b) If this application is being submitted by a consulting engineer(or engineering Bnn),final plans for
the treatment system must be signed and sealed by a North Carolina registered Professional
f Engineer and stamped-"Final Design-Not released for construction".
I I c) If this application is being submitted by a consulting engineer(or engineering firm),final
specifications for all major treatment components must be signed and sealed by a North Carolina
registered Professional Engineer and shall include a narrative description of the treatment system
to be constructed.
12)Certification:
(� I certify that I am familiar with the information contained In this application and that to the best of my
! ' knowledge and belief such Informedp n is tru complete,a d accurete. -
Printed Name of Person Signing: C.l i�Vl�-�{ �' — ln?4'f��' y e)h C`_'�
i Title:- Omer loam s
I ( �etum of Applicant) ate S190.4d)
North Carolina General Statut 43-216.6 b(1)provides that:
Any person who knowingly makes any false statement, representation, or certification In any
application,record, report,plan or other document filed or required to be maintained under Article
21 or regulations of the Environmental Management Commission implementing that Article, or
who falsifies,tampers with or knowingly renders inaccurate any recording or monitoring device or
I I method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a
misdemeanor punishable by a fine not to exceed$25,000. or by imprisonment not to exceed six
months, or by both. (16 U.S.C. Section 1001 provides a punishment by a fine of not more than
I� $25.000 or imprisonment not more than 5 years,or both,for a similar offense.)
Notice of Intent must be accompanied by a check or money order for$60.00 made payable to:
J NCDENR
LJ Mail the completed original and one copy of the entire package to:
' NC DENR/DWQ/NPDES Unit
ILII 1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the Issuance of an NPDES permit
IUI Page 3 of 3 04/05
L�

n�
II Lash Engineering, Inc.
Civi]/Cmisu Ring/W astewater/Planning
n 1104 Cindy Carr Drive
Matthews,NC 28105
Phone:[phone]
n Lash Engineering,Inc. mikes n LnshEneh,eerine corn
I December 7, 2012
Joe Corporon
NPDES Permitting Program
I Division of Water Quality
Raleigh,NC. 27699-1617
I I Re: Cynthia Jones Residence Setback Requirements
f This site is located on the side of a mountain with limited flat area available for house,
wastewater system, and driveway. I wanted to place the units where access for maintenance is
near the driveway. This area,because of the topography, large creek,access to property and
��. limited accessibility makes large setbacks difficult. The area being used is the location of 3
existing houses. Two of the houses needed to be removed because of age. The third house is to
remain. The new house is being built in the location of one of the previous houses. The
wastewater system needs to be able to fit within these existing confines and be put in a location
that is accessible for maintenance. I have located the wastewater system near the end of the
driveway closer to the existing house but very close to the proposed house. The wastewater
system will take most of the available"flat area"to the property. All of the setbacks are in
I_) compliance except for the 50' requirement from the property line. The Septic and Pump Tank
are within the area. The Sand Filters are fine. The closest distance from the Septic Tank to the
Property Line is 27.5'.
The Property Line setback requirement is the setback that we are requesting a variance. The
variance would be to utilize a 25' setback instead of the 50' requirement.
If I can be of any further service,please do not hesitate to call.
Sincerely,/W
I Michael Lash,PE.
u
u

American Manufacturing Company, Inc.
P.O. Box 97, 22011 Greenhouse Road, Elkwood, VA 22718
n Phone: [phone] Fax: [phone]
II
December 5, 2012
_ Michael Lash, P.E.
I Lash Engineering, Inc.
1104 Cindy Carr Drive
Matthews, North Carolina, 28105
Re: Authorized Designer of Recirculating Sand Filters Utilizing American Manufacturing
ll Recirculating Sand Filter Components
Il
LI Dear Michael,
This letter is to verify your individual status as an Authorized Designer of Recirculating Sand
Filters Utilizing American Manufacturing Recirculating Sand Filter Components. We request
that designs of Recirculating Sand Filters with American Manufacturing Components be reviewed and
approved by American Mfg.
Sincerely,
Af-
MAW
JBryan J. Allen
American Manufacturing Company, Inc.
II�
LI
S:Staff\bryan\data\wordpro\north carolina\suth designer.lwp
LJI
ILJI
IuI www.americanonsite.com
L1

I I L
Lash Engineering, Inc.
Civil/Consulting/wastewater/Planning
1104 Cindy Car Drive
n Matthews,NC 28105
Phone:[phone]
Lash Engineering, Inc. email: mikela( LashHneineerine com
I December 7,2012
Joe Corporon
NPDES Permitting Program
Division of Water Quality
fl Raleigh,NC. 27699-1617
I
Re: Jones Residence UV Light Analysis
l l UV lights of a low flow nature are typically a low pressure type, short wave, mercury vapor discharge
_ tube that produces ultraviolet wavelengths lethal to microorganisms. The low pressure allows the
units to run with less power and thereby generating less heat for longer life of the bulbs. The Emperor
Aquatics UV "High Output'Light has been specified for this project.
ll The spectrum of UV light that is lethal is called UV-C. This includes a wavelength range within 240-
280 nm. A wavelength around 254 to 264 is considered ideal. This lamp is set to 254 mi.
Different microorganisms are extinguished at different doses. The larger"pests"take longer. Fecal
Coliforms are extinguished at near 6600 µ W s/cm. This lamp has a range up to 30,000 µWs/cm.
Although there is a wide spectrum of bacteria, viruses and protozoa,most of the"pests"are
extinguished between 2,000 and 20,000. Having a range up to 30,000 µ Ws/cm, assures that the
germicidal action is most effective across this wide range. For this application, fecal coliforms are
Jmost important,which have a dose requirement of about 6600 µWs/cm. This is well within range.
i The glass plays an important function in the effectiveness of the lamp in that the glass can absorb the
UV-C wavelength. The hard quartz glass is most effective and is utilized in the"high output'unit.
An additional coating"L"is added to the glass that adds resistance to"solarization"so that the bulb
remains highly effective for longer periods.
JThe Emperor Smart HQ UV Light has been submitted for review because of its ability to be installed
in the vertical or horizontal position. It clearly has the UV qualifications to be effective. The
( I requirements for vertical placement are spelled out in the installation guidelines with a warning to
uinsure the power head is above the water line. The power unit cannot be submerged. This note has
been added to the plans. This unit is acceptable for use in this application and is accepted for use on
this project.
Sincerely,
u Michael Lash, PE.
u

Section TIvee
UV
Equipment Application,",:
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R ,A m rvI e I .systems �f
Oyu umni/F.xnVExhibits
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M nnmal/Reprilu/A l nl Unthing Pools SMIISi�li1O
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Clauhualron (W dmDome Algae Control)I l r
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TVberfoI'I� ance MatlebshownwM
optimal mountlrg clamps
MD
�� F^onrl,Aquarium, GxhibiS, V"uss-c;arc:h F,Aquarulhlr® SAiapTuW$tetilil8t
SMART UV...The Professional's Choicel
More animal husbandry and aquatic professionals choose SMART UVs over
competing UV brands because of our substantiated performance Information,
effective product design and overall quality,With over thirty models to choose
from,Emperor Aquatics,Inc.has the right SMART UV to fit your application. $ TnbS7YSIBrilil8r
! I Optimum UV-C O'crfrarrnunce
Size-Our SMART UV design always considers the lamp's UV-C output and
r length,while most competitors ignore these critical performance factors.This
explains why,in most cases,our equipment is physically larger.
SMRIIi�®it 61 sterilizer-
Lamp Position-Our lamps are always positioned entirely between the inlet and
outlet water ports,utilizing the lamp's full am length to Its maximum potential.
Lamp Life - Long-Lasting GPH/T5 (Low-Pressure/Standard-Output) R T5 (Low
I Pressure/High-Output) UV lamps offer 9,000 hours of continual operation equals
>80%efficiency at end of lamp life.These lamps use a specially coated"L"type hard
quartz glass that extends the life of the lamp while preventing the build-up of nitrogen
by-products(scaling)on the lamp's outer surface(Scaling diminishes UV-C transmit-
tance).These nitrogen by-products are a problem commonly associated with ozone
producing'VH"type glass UV lamps.
� I
I ° Water Flow Rates-SMART UV flow rates represent the equipment's true capacity
I which considers the temp's UV-C output, lamp length, exposure chamber's inside
diameter,and UV transmissibility for specified UV dosages as per our specification
' I Advamago charts
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02218/18 1,100 Gal. 60 Gal. 1/18 219GPH/356GPH 37 GPH/60 GPH 18 5 21.➢5"x2.5" 1.5"Union 120VAC 501601
02225/25 1,700 Gal. 90 Gal. 1/25 332 GPH/554 GPH 55 GPH/92 GPH 25 8 29.75"x 2.5" I.5"Union 120VAC 50/60Hz
02240/40 2,900 Gal. 160 Gal. 1/40 589 GPH/9B3 GPH 98GPH/164GPH 40 14 44.75"x 2.5" 15"Union 120VAC 50/60Hz
�1 02280/80 1 5,900Gel. 330GA 2/40 1,128 GPH/1,962 GPH 1%GPH/328GPH Bo 28 4415"x 14" 1.5"UnIOn 120VAC 50/60Hz
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l 02040/40 4,200 Gall. 260Ga1. 1140 943 GPH/1,524 GPH 152 GPH/262 GPH 40 14 43.75"x3.5" 1.5"Union 120VAC 50/61
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025120/120 13,800 Gal. AOGal. 1/120 3,840 GPH/4,600 GPH 640 GPW762 GPH 120 36 56"x 5.75" 2"Union 120VAC 50/60Hz
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Residential and Commercial Water.
www.goulds.com
u Engineered for life

Il ITT GOULDS PUMPS
Wastewater
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(l Specially designed forthe following uses: • Stainless steel shaft.
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Order No. HP Volts Amps Circuit Phase Float Cord Discharge On OR Basin Solids Weight
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LSP031IA Built-In Wide Angle t0, 1V S. 12"
I LSPD311 AT Piggyback Wide Angle 11" 5" 12"
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LSP0311ATF Piggyback Wide Angle 11" 5" II"
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LSP0712ATF I Pi bad Wide Angle 12.5" 6.5" 12"
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Wastewater
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FEET
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LJ COMPONENTS 7
IJ Item No. Description B
I Casing
2 Impeller
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DIMENSIONS
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LSP07 11'% 91A
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LJ Goulds Pumps and the ITT Engineered Blocks Symbol are
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I ' SPECIFICATIONS ARE SUBIECr TO CHANGE WITHOUT NOTICE.
ILJI BLSP03 August, 2006
2006 iTT Corporation
u Engineered for life

RE: Cynthia Jones Site Page 1 of 1
RE: Cynthia Jones Site
From: Mona Seago<[e-mail]>
To: "'Michael Lash, PE.'"[e-mail]>
Priority: Normal
Date 11-30-2012 08:51 AM
F
Good morning Mike,
I found the property on our map&am attaching a map of where our sewer line is as opposed to her
property. Her property is under the"Rock Solid Holw". Hope this is what you need. Feel free to call if you
have any questions @ 828-586-5189 ext. 205, (yellow line is the sewer)
Thanks,
Mona
I ) From: P 7fkdhdpdJic/3BHLrp dlnr=p]ilicZ ahkhgj I hlk §j IfxP V
I Sent:ljk tigd l/,¢ryhp eht♦6 ^345#,� :f6P
TO:ip vhdj rC us WgfM
Subject:tP I q*]ji+kghvW),h
Here is a snap shot of the GIS for the property. Hopefully there is enough information there that you can
pin pointy where it is in relation to your available sewer. What I need is verification that public sewer is
17 not available to this site. Hopefully, this helps.
I1 Here is a link to the GIS page but it probably doesn't work:
hitlaWmans.Iacksonnc.org/Oemapsags/#
Please call me if you have any questions.
Thanks,
Mike
1 Michael Lash, PE.
I [phone]
IJ mikel@lashengineering. com
Cynthia Jones Content-Type:application/pdf,name="Cynthia Jones
Froperty.pdf Property.pdf'
sier: 1.98 MD
1I
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http://mail.lashongincering.com/ox.htmi 11/30/2012

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Lash Engineering, Inc.
n Civil/Ci n y Carr Drive water/Planning
Matt Cindy Carr Drive
Matthews,NC 28105
Phone:[phone]
n Lash Engineering, Inc. n,lke](41,ashEnelneerine.com
�I Jones Residence Sewer Availability
' The Jackson County Public Utility Department was contacted to determine where the available public.
sanitary sewer mains are located for this site. The closest available sewer mains are located
approximately 1200' away. Its an existing 24"slip main. An aerial map has been included that
shows the approximate location of this existing sewer main. To access this sewer, Ms. Jones would
need to cross the Savannah Creek. A conventional gravity flow system would not be feasible
(because of hills and depth of creek). Therefore,Ms. Jones would need to install a lift station on her
property and pump across Savannah Creek(attached to her driveway bridge)and then installed along
State R/W of Old Quarry Road. This is about 1200' away.
To estimate a cost; several assumptions need to be made:
I. The Lift Station is to be located at the Jones Home.
2. 1200' of 2"Force Main would be laid along Old Quarry Road and then cross-country to the
existing 24"main. An existing manhole could be utilized as an entry into the existing system.
3. The 2"Force Main would involve a bore under Old Quarry Road and the replacement of
I� paving.
Approximate costs:
1 Private Lift Station: Capable of handling sewer for 600 gpd $ 7,000
1200' 2"Force Main laid adjacent to the paving in R/W
@ $40.00/ft. $48,000
Misc.Costs Bore and Pavement Replacement $10,000
Crossing Savannah Creek(Bridge) $ 1,500
1 Required Residential Fees (estimated) $ 300
I Total Approximate Cost $66.R00
f Conclusion:
I There are no plans for extending the sanitary sewer closer to the site. The distance and associated
�J costs for these improvements are cost prohibitive for a single home owner. R/W access may not even
be available from the DOT.
(J If I can be of any further service,please do not hesitate to call.
Sincerely,
Michael Lash,PE.
IL I!
LJ

NCDENR-Classification and Standards Unit: Classifications Page 1 of 6
EI a—W. mraor Mena retinal nemu rt<s
Water Quality - classification and standards Unit:Classifications
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NC WATER QUALITY SURFACE WATER CLASSIFICATIONS
CLASSIFICATIONS BY NC
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http://portal.ncdem.org/web/wq/ps/csu/classifications 11/27/2012

I Little Tennessee River Basin
Name Index Number Classification Class Date
Description
_ � Special Desixnation
Tilley Creek 2 79 31.5 C;Tr 07/01/73
i Fr rom source to Cullow6ee Creek
f�I Flat Branch 2-7931-5-1-(1) C;HQW 08/03/92
(From source to Western Carollna University Water Supply Intake
Flat Branch 2-79-31-5-1-(2) C 07/01/61
From Western Carolina Univ.Water Supply Intake to Tilley Creek II
Pressley Creek 2-79-31.5.2 C 07/01/61
From source to Tilley Greek j I ._ 1
Parker Branch 2-79-31-5.2-1 C 07/01/61
F -- ---
FromsourcetoPressleyCreek f
111 Bryson Branch 2-79-31-5-3 C 07/01/61
l� rrom source to Tilley Creek
Long Branch 2-79-31-6-(1) C;HQW 08/03/92
I� From source to Western Carolina University Water supply Intake
` J Long Branch 2.7931.6-(2) C 07/01/61
tl From Western Carollna Univ.Water Supply intake to Cullowhee Creek f
Cane Creek 2-79-32 C;Tr 07/01/73
sourcetoTuckasegee River
Ash Branch 2-79-33 C 07/01/61
From source to Tuckasegee River
Locust Creek 2-79-34 C 07/01/62
1 From source to Tuckasegee River
J Mill Creek 2-79-35 C 07/01/61
From source to Tuckasegee ftiver
( Bumgarner Branch 2-79-354 C 07/01/61
' 1 Crom source to MIII Creek
Tuckasegee River 2-79-(35.5) C;Tr 04/01/71
From Savannah Creek to Dillsboro Dam
,Savannah Creek,' 2-79-36 C;Tr 07/01/61
Fromeource to Tuckasegee River r
Shell Branch — -- � �— 2-79.36-1 C 07/01/61
From source to Savannah Creek
r I Tuesdag February 14,2012 Rased on Classifications as of 20120208 Page 37 of 89

©2008 Details Provided by APPIAN Consulting Engineers www.applanengincers.com 06/30/2008 — 3:51:55 PM
ll GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET INLET
Water and Wastewater Structures" WATER —
r-T 2. Concrete compressive strength 4,000 psi minimum. 0 o LEVEL p p
3. Steel reinforcing design to conform to the requirements of ASTM C890 speolkations for ♦ e O
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade Q FLOW v ;�
60 re-bars conforming to the requirements of ASTM A615 or W W F conforming to the
n requirements of ASTM Al 85 or both.Place Additional reinforcing at all openings.
j I 4. Optional EZ set lid cast in place.Supplied by Dellinger Precast.To be field adjusted ELEVATION
using approved methods by contractor.
5. Pipe penetration locations as perjob requirements.Pipe Inlet and outlet locations to 2 "
have PSX Direct Drive boots or equal.Pipe Inlet locatons(typical 3 sides)to be knock ICI
out pannels.Effluent Filter supplied by Dellinger.Inlet Tee&Pipe supplied by control 1
6. Joints to be sealed with Cor l CS102.butyl rubber joint sealant orequal.Sealant
meets or exceeds the requirements of latest federal specification SS-S-0021(210-A),
f 1 AASHTO M-1988,and ASTM C-990-91.
7. Lfft Insert I Lift Eye Pin by M.A Industries or equal,
Cast-in by Dellinger Precast.Lifts meet or exceed
OSHA requirements
of lrements. TOP
f� 8. Method of re monolit ic is Wet Cast J e.
9. Top Slab
are monolithic.Weights: SLAB
Top Slab 3,134 t ibs.
( Base Section 1,151 t Ibs. NOTES
10. I.D.=Inside dimension
i O.D.=Outside dimension 3&4 A'^:�" .>'f NOTE 3
L-Length
W=Width
�I H=Height
VV �jj e
64, •�•) TOP DIM'S
M j 6s 2j3 TP TOG Il.p.l
11 f 7 `v (o o.) FLE 4" KO INLET n
1 d
'14 �BPF (TYP. 3 SIDE)
L Nj4 2,rNIO i TEE-SEE
r OPTIONAL NOTES 3&5
It
i I ROUND LID = F100 NOTE 6
12"CIA ✓ p
f 2"WIDE SLOT
o WALLSFTYP. li CK BETWEEN TOP
SLAB&
u IMPRINT: II BAFFLE
I 20"DIA = STB-338 NOTE 3
IJ "� w 1,500 Gal.
Q y i\ ,i'
y.4"OUTL
H 0LES
ET 5IA.
4 EFFLUENT i
F FILTER k rn Q
* , 3"THICK
:+ NOT&5 C E OOT WALLS TYP.
84 , 182 BOTTOM DIM'S
30% LIQUID 6
DEPTH FROM W, - p,D•)
BOTTOM BOTH VV 66I@ 138 ( BASE
' SIDES.NOTE 1a fip)p'((q�) ` SECTION
Scale:
DW 1 ,500 Gallon (Top Slab) Not To Scale
g SEPTIC TANK Revision Date:
February 2008
Detail#
4531 North Hwy 16 . Denver,N.C,28037 . Phone:[phone] 704-483-2868 . Fax:[phone] ST-1,500-TS

®2008 Details Provided by APPIAN Consulting Engineers www.appionengineers.com 06/30/2008 — 3:40:44 PM
GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET r INLET
Water and Wastewater Structures"
rm 2. Concrete compressive strength 4,000 psi minimum.
f I 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for O `- Q
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade in n FLOWv
60 re-hare conforming to the requirements of ASTM A615 orWWF conforming to the
requirements of ASTM A185 or both. Place Additional reinforcing at all openings.
4. Optional riser or optional 24"round EZ set lid.Supplied by either Dellinger Precast or I ELEVATION
customer.To be field adjusted using approved methods by contractor.
5. Pipe penetration locations as perjob requirements.Pipe inlet and outlet locations to
have PBX Direct Drive boots or equal.Pipe Inlet locaions(typical 3 sides)to be knock
out pannels. Effluent Filter supplied by Dellinger.Pipe supplied&installed by contractor.
6. Joints to be sealed with ConSeal CS102.butyl rubber joint sealant or equal.Sealant
meets or exceeds the requirements of latest federal specification SS-8-0021(210-A), NOTES 3&4
AASHTO M-1988,and ASTM C-990-91. n
t 7. Lilt Insert/Lift Eye Pin by M.A Industries or equal, 26 Z^p^ a j8' 1en
Cast-in by Dellinger Precast.Lifts meet or exceed A
OSHA requirements. �!
8. Method of namufacture is Wet Cast,
9. Sections are monolithic,Weights; /�j TOP
Tap 1, s.3 lb Se 865 ti,Base Section dimension
lbs. SLAB
!� 10. LD.= Inside dimension
( I O.D.e Outside dimension
L=Length
W=Width NOTES NOTE 3
H=Height 3&4
- - - - - - a w\
r _ _ _ _ _ � 00 w\6�e(0
OPTIONAL ; SS" 'p,l —TOP DIM'S
�l RISER DETAIL;_ � � 9�"(00)) (I,p)
i
6' tt 4" KO INLET
I n 00 (TYP.3 SIDE)
L = Fy SEE NOTES
o I
3&5
I ,O 3"THICK � i NOTE 6
L� 'a WALLS TYP. ,�,
IMPRINT: v
NOTE '= PT-283
r - - - - - - - - - � w ' .hA *, NOTE3
1,000 Gal. i f mu�7,11Q" <4, t11,
�,
y 4"OUTLET i T
I B NOTES
iJ l OPTIONAL 3&5 i ' / 3"THICK
ROUND LID WALLS TYP.
26"DIA
93 n(QO) BOTTOM Dill
24 DIA cos>„(p' ,9� P BASE
` - - - - - - - - - - SECTION
0.0.1
BELLMONWTg 1 ,000 Gallon (Top Slab) Scale: Not To Scale
PUMP TANK Re sloe Date:
February 2008
F4�! Detail W
4531 North Hwy ifi • Denver,N.C.28037 Phone:[phone] 704-483-2868 Fax:[phone] PT-1,000-TS

n�
The Jackson County Department of Public Health
538 Scotts Ctrek Rd.Suite 100 • Sylva,NC 28779
Tel:[phone]•FAX:[phone]
Paula G.Carden
t� DIRECTOR
If I October 31,2012
II
Cynthia T. Jones
n 178 Solid Rock Hollow
Sylva,NC 28779
n Re: Application for Repair to two residences PIN 7360-67-6227
f I Dear Cynthia Jones:
The Jackson County Health Department, Environmental Health Division on October 26,
2012,evaluated the above-referenced property at the site designated on the plat/site plan that
accompanied your permit application. According to your application the site is to serve a repair
to one 2 bedroom(240gpd)residence and a repair to one 3 bedroom(360gpd)residence.The
evaluation was done in accordance with the laws and rules governing wastewater systems in
r North Carolina General Statute 13OA-333 including related statutes and Title 15A, Subchapter
18A,of the North Carolina Administrative Code,Rule. 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina
Administrative Code,Rules .1940 through.1948,the evaluation indicated that the site is
lUNSUITABLE for a ground absorption sewage system.Therefore,your request for an
improvement permit is DENIED. A copy of the letter of the site evaluation by Regional Soil
Scientist Karen Wallace,MS, LSS,REHS is enclosed.The site is unsuitable based on the
following:
X Unsuitable soil topography and/or landscape position(Rule .1940)
Unsuitable soil characteristics(structure or clay mineralogy) (Rule .1941)
Unsuitable soil wetness condition(Rule .1942) -
X Unsuitable soil depth(Rule .1943)
X Presence of restrictive horizon(Rule.1944)
X Insufficient space for septic system and repair area(Rule .1945)
. =Unsuitable for meeting required setbacks(Rule .1950)
.LJI Other(Rule ,1946
The site evaluation included consideration of possible site modifications,and modified,
innovative or alternative systems. However,the Health Department has determined that none of
the above options will overcome the severe conditions on this site. Possible options are listed
and included in Regional Soil Scientist Karen Wallace, MS,LSS,REHS report. Consultation
with Private Environmental Consultants may provide additional solutions and services to achieve
an approved waste water disposal system.
fLJI
u

For the reasons set out above,the property is currently classified UNSUITABLE,and no
1-7 improvement permit shall be issued for this site in accordance with Rule.1948(c).
However,the site classified as UNSUITABLE may be classified as PROVISIONALLY
n SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d).
A copy of this rule is enclosed. You may hire a consultant to assist you if you wish to try to
develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision,You may request an informal
review by the soil scientist or environmental health supervisor at the local health department.
I You may also request an informal review by the N.C. Department of Environment and Natural
Resources regional soil specialist.A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you
must file a petition for a contested case hearing with the Office of Administrative Hearings, 6714
Mail Center,Raleigh,N.C. 27699-6714. To get a copy of a petition form, you may write the
Office of Administrative Hearings or call the office at(919)733-0926 or from the OAH web site
athttp://www.ncoab.com/fonns.shtnl.nl. The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all
other applicable provisions of Chapter 150B,N.C. General Statute 130A-335 (g)provides that
your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal,you must file the petition form with
the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS
�.� LETTER The date of this letter is October 31,2012. Meeting the 30 day deadline is critical to
your right to a formal appeal. Beginning a formal appeal within 30 days will not interfere with
any informal review that you might request.Do not wait for the outcome of any informal review
�.� if you wish to file a formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative
f I Hearings, you are required by law(N.C. General Statute 150B-23)to send a copy of your
petition to the North Carolina Department of Environment and Natural Resources. Send the copy
to: Office of General Counsel,N.C. Department of Health and Human Services,2001 Mail
Service Center, Raleigh,N.C. 27699-2001. Do NOT send the copy of the petition to your local
health department. Sending a copy of your petition to the local health department will NOT
satisfy the legal requirement in N.C. General Statute 150B-23 that you send a copy to the Office
of General Counsel,N.C. Department of Health and Human Services.
ILJI Sincerely,
Jonathan Fouts,REHS
Registered Environmental Health Specialist
j Encl.: Copy of Rule .1948
u

I� -15A NCAC 18A.1948 SITE CLASSIFICATION - -
(a)Sites classified as SUITABLE may be utilized for a ground absorption sewage
treatment and disposal system consistent with these Rules. A suitable classification
generally indicates soil and site conditions favorable for the operation of a ground
absorption sewage treatment and disposal system or have slight limitations that are
readily overcome by proper design and installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground
labsorption sewage treatment and disposal system consistent with these Rules but have
I moderate limitations. Sites classified Provisionally Suitable require some modifications
and careful planning,design,and installation in order for a ground absorption sewage
treatment and disposal system to function satisfactorily.
(c) Sites classified UNSUITABLE have severe limitations for the installation and use of a
properly functioning ground absorption sewage treatment and disposal system.An
improvement permit shall not be issued for a site which is classified as UNSUITABLE.
However,where a site is UNSUITABLE,it may be reclassified PROVISIONALLY
SUITABLE if a special investigation indicates that a modified or alternative system can
be installed in accordance with Rules .1956 or.1957 of this Section. .
l l (d)A site classified as UNSUITABLE may be used for a ground absorption sewage
l I treatment and disposal system specifically identified in Rules 1955, .1956,or.1957 of
this Section or a system approved under Rule.1969 if written documentation,including
f I engineering,hydrogeologic, geologic or soil studies,indicates to the local health
I department that the proposed system can be expected to function satisfactorily. Such sites
shall be reclassified as PROVISIONALLY
I_l SUITABLE if the local health department determines that the substantiating data indicate
I that:
(1)a ground absorption system can be installed so that the effluent will be non-
pathogenic,non-infectious,
` non-toxic, and non-hazardous;
(2)the effluent will not contaminate groundwater or surface water; and
! I (3)the effluent will not be exposed on the ground surface or be discharged to surface
�J waters where it could
come in contact with people, animals,or vectors.
The State shall review the substantiating data if requested by the local health department.
i History Note:Authority G.S. 130A-335(e);_
Ef..July 1, 1982;
( I Amended Eff.April 1, 1993;January 1, 1990.
LII
fuI
uI
u

North Carolina Department of Health and Human Services
(3 Division of Public Health
1931 Mail Service Center•Raleigh,North Carolina 27699.1931
Beverly Eaves Perdue,Governor La=Gerald,bm,MPH
h Albert A.Deli.,Acd gSecretary State Health Dkectox
October 30, 2012
Jaime Dellinger, Environmental Health Supervisor
Jackson County Department of Public Health
538 Scotts Creek Road
i I Sylva, NC 28779
Subject: Soil/Site evaluation for Cynthia Jones
Location: 17B Solid Rock Hollow Sylva, NC
Size: 1.57 acres over three properties
Dear Mr. Dellinger:
On October 26, 2012, Jonathan Fouts and Russell Jenkins with Jackson County Environmental
l Health and I performed a soil and site evaluation of the aforementioned property to determine its
t I suitability for a repair subsurface treatment and disposal system for a 2-bedroom and 3-bedroom
residences. The 2-bedroom residence has a straight pipe going to the creek. The 3-bedroom
j 1 residence has an illegally installed system that was observed to be malfunctioning by your office. A
11 spring is the water supply for both properties.
j The site has several challenges. Part of the site has been disturbed due to rock mining, cut and fill,
existing driveways and old road beds, existing Illegal septic system, and construction. There is also a
f spring on the site that flows down to Savannah Creek. Surface is rock and bedrock is abundant.
IJ The soil on the site has 8 to 22 inches of moderate, subangular blocky loam soil with friable moist
consistence. Bedrock is encountered below that surface horizon. Several attempts were made at
I probing the soil. However, bedrock was encountered at shallow depths. The soil that Is present is
I 1 not contiguous. The site is a linear side slope of 55% slope.
f The site is UNSUITABLE for the installation of a subsurface sewage treatment and disposal system
I for the 2-bedroom and 3-bedroom residence due to shallow depth to bedrock (Rule 15A NCAC 18A
.1943, lack of available space (Rule 15A NCAC 18A .1945). unsuitable fill material (Rule 15A NCAC
f I 18A .1957) and inability to maintain setbacks (Rule 15A NCAC 18A .1950).
U Additional options may be pursued:
J1. The applicant may obtain an offsite area that is provisionally suitable or suitable for the subsurface
./treatment and disposal systems. Appropriate easements shall be obtained. L l�oHN eervlFee4hlerb)n.�oA,wwor,N nmllna d�,a�
Everv+'Pem NeryAay.Mrybody. 'T-I ILII/alT\—l'
i I Location:5605Sk Forks Rd. •Raleigh,N.C.2 760 9-3 811
fLJI ArsEgnalOppennniry&upkpr
u

2. A subsurface treatment and disposal system can be pursued under Rule 15A NCAC 18A.1948
(d). Written documentation must be submitted to your office showing that the proposed
wastewater system can be expected to function properly. The data must contain the following:
A. The effluent must be non-pathogenic, non-infectious, non-toxic, and non-hazardous.
B. The effluent must not contaminate the ground water and surface water.
C. The effluent must not be exposed to the ground surface or discharged to surface waters where
it could come into contact with people, animals, or vectors.
3. The Division of Water Quality in Swannanoa, NC (828-296-4500)may be contacted about
securing a discharge permit. The applicant is strongly advised to contact someone with
knowledge of discharge systems to evaluate the site before contacting this office.
rl 4. The applicant or the owner may have the site evaluated by a NC Licensed Soil Scientist.
If you have any further questions, please contact me.
f 1 Sincerely,
[� Karen D. Wallace, MS, LSS, REHS
it Regional Soil Scientist, NCDHHS
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