NCG551457_Regional Office Historical File Pre 2018

d
Water Resources
Environmental_ Qual ity
October 17, 2017
Mr. Jerry Childers
7100 Canterway Drive
Charlotte, NC 28227
l
I,tOrLo.
verER
nor
MICHAEL S. REGAN.
Secretary
S.:JAY M MERMAN
Director
SUBJECT: Compliance Evaluation Inspection
Wastewater Treatment System
NPDES Permit NCG551457
Stanly County, NC
Dear Mr. Childers
On October 9, 2017, Roberto Scheller of this Office conducted a compliance inspection at the
subject residency.. This inspection_was conducted as a Compliance Evaluation In pect on (CEI)
to insure compliance with permit requirements and conditions: Enclosed with-inspectionreport.
is a copy of Technical Bulletin and General Permit NCG550.0.00.for your reference. As noted.in
the subject. inspection, it is required thatahe permittee retain effluentsampling records for a
period of three (3) years and septic pump out records for a period of five (5) years. At the time
of inspection treatment works appeared to be well maintained and operated.
The enclosed report should be self-explanatory;however, should -you have any questions, or
questions regarding this inspection, please do not hesitate to contact myself or. -Roberto Scheller
at [phone] or. [e-mail].
Sincerely,.
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosed -
cc: Sid.Gaskins (ORC) email: [e-mail].
Wastewater Branch
File
---�>—Notning Cnnmpares�___ .
State of North Carolina I Environmental Quality
161.1 Mail Service Center I Raleigh, North -Carolina 27699-1611
919-707-9000

Za y

r
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 2MO
OMB No. 2040-0057.
Water Compliance Inspection Report
Approval expires 8-31-98 '.
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector _ Fac Type
1 IN 1 2.15 1 3 I NCG551457 I11 12 17/10/09 17 18 i 2 i 19 i s I 201 I
2111 I I I 1 I I I I II 11 I I I I I I I I I I I I I I I I I I I I I II 1 1 1 I I r6
I
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved
67
70I, I 71 LI I 72 i N � 73I I 174 761 I I I I I I I80
LJ L_I I I I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:17AM 17/10/09
1w08/01
24924 Strand Drive
24924 Strand Dr
Exit Time/Date
Permit Expiration Data
Albemarle NC 28001
11:25AM 17/10/09
18/07/31
Name(s) of Onsite Representative(s)/Tities(s)/Phone and Fax Number(s)
Other -Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Jerry W Childress,7100 Canterway Dr Charlotte NC 28227/Owner//
No
Section C: Areas Evaluated During 'lnspection (Check only those areas evaluated)
Permit Operations & Maintenance Records/Reports Self -Monitoring Program
Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Roberto Schaller MRO WQ//252-946-6481/
Signature of Management Q A Reviewer Agency/OfficelPhone and Fax Numbers Date
W. Corey Basinger MRO WQ//704-235-2194/
EPA Form 3560=3 (Rev 9-94) Previous editions are obsolete.
Page#

11
NPDES yr/mo/day Inspection Type
31 NCG551457 121 17/10/09 17 18 lCl-
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Age#

Permit: NCG551457 Owner - Facility: 24924 Strand Drive
inspection Date: 10/09/2017 Inspection Type: Compliance Evaluation
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new
❑
❑.
MEI
application?
Is the facility as described in the permit?
0
❑
❑
❑
# Are there any special conditions for the permit?
❑
❑M
❑
Is access to the plant site restricted to the general public?
❑
❑
❑
Is the inspector granted access to all areas for inspection?
0
❑
❑
❑
Comment: Copy of NCG550000 Permit is enclosed with this inspection.
Record Keeping .
Yes No NA NE
Are records kept and maintained as required by the permit?
❑
❑
❑
Is all required information readily available, complete and current?
❑
❑
❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
❑
❑
Are analytical results consistent with data reported on DMRs?
❑
❑
❑
Is the chain -of -custody complete?
❑
❑
❑
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
❑
❑
0
❑
Has the facility submitted its annual compliance report to users and DWQ?
❑
❑
0
❑
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
❑
❑
0
❑
on each shift?
Is the ORC visitation log available and current?
❑
❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
M
❑
❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
M
❑
❑
❑
Is a copy of the current NPDES permit available on site?
❑
❑
❑
Facility has copy of previous year's Annual Report on file for review?
❑
.❑
M
❑
Page# 3

1
Permit: NCG551457 Owner - Facility: 24924 Strand Drive
Inspection Date: 10/09/2017 Inspection Type: Compliance Evaluafion
Record Keeping
Yes No NA NE
Comment: Records were not avalible for review at time of inspection. Please be advised that in
accordance with your permit conditions Part II, Section D. 6. 'Records Retention" The
permittee shall maintain analytical analyses for a period of three (3) years from date of
sampling Sewage sludge disposal records shall be retained for a period of at least five (5)
years It was note that a new operator °iid Gaskins of Water Management, has taken over
operations of subject treatment unit. The permittee should retain copies of all required
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS; MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
Septic Tank
(If pumps are used) Is an audible and visual "alarm operational?
Is septic tank pumped on a schedule?
Are pumps or syphons operating properly?
Are high and low water alarms operating properly?
Comment: Septic tank is pumped on an as -needed basis.
Sand Filters (Low rate)
(If pumps are used) Is an audible and visible alarm Present and operational?
Is the distribution box level and watertight?
Is sand filter free of ponding?
Is the sand filter effluent re -circulated at a valid ratio?
# Is the sand filter surface free of algae or excessive vegetation?
# Is the sand filter effluent re -circulated at a valid ratio? (Approximately 3 to 1)
Comment: Treatment unit was not discharging at time of inspection.
Yes No NA NE
❑ ❑ ❑
❑ ❑ ❑
Yes No NA.NE
❑
❑
❑
■
❑
❑
❑
❑
❑
N
❑
❑
❑
❑
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ ❑
Page# 4

pm�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Jerry Childress
7100 Canterway Dr.
Charlotte, NC 28227
Dear Mr. Childress:
John E. Skvarla, III
Secretary
November 25, 2014
Subject: Single Family Residence Wastewater
Treatment System
NPDES General Wastewater Permit
No./Certificate of Coverage
NCG551457
Compliance Evaluation Inspection
A compliance evaluation inspection (CEI) of the wastewater treatment system that serves your
single family residence (SFR) was conducted on July 17, 2014. Enclosed is a copy of the CEI.
Overall the facility appeared in good operational condition and well maintained.
The report should be self-explanatory. Please note that Part I, Section A, page 3 has a table of the
parameters that should be analyzed for annually. I appreciate the report submitted by Mr. Larry
Thompson. Enclosed with this letter is a copy of the NCG550000 general permit and a technical
bulletin that can provide you with operational guidelines and permit requirements.
If you have any questions, comments, or need assistance with understanding any aspect of your permit
or this report, please do not hesitate to contact me at (704)-663-1699.
Attachments:
CEI-Report (BIMS)
NCG550000 General Permit
Technical Bulletin 5/24/10
Cc: MSC-1617 Central Files
MRO files- Childress SFR
Barbara Sifford
Technical Consultant
Water Quality Regional Operations
Mooresville Regional Office — NCDENR
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone:[phone] Internet: www.ncdenr,gov
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

WA L
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Jerry Childress
7100 Canterway Dr.
Charlotte, NC 28227
Dear Mr. Childress:
com
John E. Skvarla, III
Secretary
November 25, 2014
Subject: Single Family Residence Wastewater
Treatment System
NPDES General Wastewater Permit
No./Certificate of Coverage
NCG551457
Compliance Evaluation Inspection
single family residence (SFR) was conducted on July 17, 2014. Enclosed
Overall the facility appeared in good operational condition and well maintained.
n that serves your
a copy of t e CEI.
The report should be self-explanatory. Please note that Part I, Section A, page 3 has a table of the
parameters that should be analyzed for annually. I appreciate the report submitted by Mr. Larry
Thompson. Enclosed with this letter is a copy of the NCG550000 general permit and a technical
bulletin that can.. provide you with operational guidelines and permit requirements.
If you have any questions, comments, or need assistance with understanding any aspect of your permit
or this report, please do not hesitate to contact me at (704)-663-1699.
Attachments:
CEI-Report (BIMS)
NCG550000 General Permit
Technical Bulletin 5/24/10
Cc: MSC-1617 Central Files
MRO files- Childress SFR
i
Barbara Sifford
Technical Consultant
Water Quality Regional Operations
Mooresville Regional Office — NCDENR
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone: [phone]\ Internet: www.ncdenr,gov
An Equal Opportunity \ Affirmalive Action Employer —Made in part by recycled paper

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 15 I 3 I NCG551457 I11 121 14/07/17 I17 18 I C J 19 L G j 201 I"
211111 I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I II I I I I I �6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA -----Reserved--------
67 70IJ 71 I I 72 LL_I ti j 73I I 174 751 I I I I I I I8O
I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date -
Permit Effective Date
POTW name and NPDES permit Number)
01:OOPM 14/07/17
13/08/01
24924 Strand Drive
24924 Strand Dr
Exit Time/Date
Permit Expiration Date
Albemarle NC 28001
01:30PM 14/07/17
18/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible OfficiaUTitle/Phone and Fax Number
Contacted
Jerry W Childress,7100 Canterway Dr Charlotte NC 28227/Owner//
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Records/Reports Facility Site Review Effluent/Receiving Waters
Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Barbara Sifford Division of Water Quality//704-663-1699
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type
31 NCG551457 I1 12I 14/07/17 117 18 JCJ
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page#

Permit: NCG551457 Owner - Facility: 24924 Strand Drive
Inspection Date: 07/17/2014 Inspection Type: Compliance Evaluation
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment: no special conditions apply to the permit it is a standard SF discharge system.
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Record Keeping
Are records kept and maintained as required by the permit?
Is all required information readily available, complete and current?
Are all records'maintained for 3 years (lab. reg. required 5 years)?
Are analytical results consistent with data reported on DMRs?
Is the chain -of -custody complete?
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported COCs
Are DMRs complete: do they include all permit parameters?
Has the facility submitted its annual compliance report to users and DWQ?
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
on each shift?
Is the ORC visitation log available and current?
Is the ORC certified at grade equal to or higher than the facility classification?
Is the backup operator certified at one grade less or greater than the facility classification?
Is a copy of the current NPDES permit available on site?
Yes No NA NE
■ ❑ ❑ ❑
❑ ❑ ❑
❑ ■ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
■ ❑ ❑ ❑
Yes No NA NE
M
❑
❑
❑
❑
■
❑
❑
■
❑
❑
❑
❑
❑
■
❑
■
❑
❑
❑
❑
❑
■
❑
❑
❑
M
❑
❑
❑
■
❑
❑
❑
■
❑
❑
❑
■
❑
❑
❑
M
❑
❑
❑
❑
M
Page# 3

Permit: NCG551457 Owner - Facility: 24924 Strand Drive
Inspection Date: 07/17/2014 Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
Facility has copy of previous year's Annual Report on file for review? ❑ ❑ M ❑
Comment: System is designed for 360 gpd for the three (3) bedroom home. A 1500 -gallon septic tank.
with filter and one E-Z treat treatment pod with a 1000 gallon recirculation tank. UV
disinfection prior to discharge: Analytical results from 10/21/14 indicate compliance with
permit limits. Results in file in MRO submitted by Larry Thompson for Mr. Childress.
Page# 4

Permit: NCG550361
Inspection Date: 10/05/2017
Disinfection -Tablet
Owner -Facility: 2581 Essex Drive
Inspection Type: Compliance Evaluation
Operations &Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
Yes No NA NE
Yes No NA NE
M ❑ ❑ ❑
❑ ❑ ■ ❑
Page# 5

J

KA W Labo>.aarieg,
1121 kLwy 24/27 W .
_ . Ml(jlIl£j,1VOtt1 CBTOItIa 281
Tel;(704} 888 1 Z 11 fax (TU4) $88 l 51 F
Cl�enkIll
acr~y fillompson:
Date 127- I4
Th�itn�san:;E�vtrozunential
;Oroter �d 141Q�1'A
PQ.Box =41
Mxdjand�IVC 281U'�,
Project::
Wane Water
-iColCecf Date:==
to/2112E�`I�;
�ocagiar
JerryCh�ldre�s
ColCeci'Time�
1A3S,AA
REP�R. TCPlG,
ABIALYSIS
SAfVfPLE-#
`PARAR,aiETER RESULT'
UNIT-9'
gTI HOQ .
i.1l�I1T
MATE':
1g1,62103-01
mtnbma �di#rogen 0 9f
mg/i.
SM45 Obq
0
t0/2 1201+i
44102103 41
;;GBO <20
ffin911,SM521QB
2
107221201d
141
'.SM8222D {MF
i.'
1012;1't2Ot,4.,:
;i_IQV03.01
'1�dQ2+tdA3 Nt[cg9an 14;,
^mgtL,.
SM450pNp3
O q5
I YS/2b14.i
14f02 (U3 01
IRK 3 3
RlgLt.
SM4600NH3D
[
10723I2014

-�--•-- "-_...� ' M1.__-___-_. ,___.. ___- .. _ •--- _ '-'---Rom____-_ -_--i__-- .__� ,y,._--•_-_• __ _ __ _- _ - -__ __ _",._ _ __--
,K- W'Laboratc'rie Tel.,(704J88
112027 west MWtmd, Nc 9 o a �� � 8� - s�i s � Eco�t
C�flti (0f�e�pf �.
' 6
r2:, q leg;
Re
part To:
Copy To:. '
Fax To:
Pressnr�tives' , a R u6st�d,
lies ` Cogeded
L ple eri orrJ OCWdorl
SS�rclLob 4°9 4
Date
T1rtfB _
�- z , _:
icy=
- .. 't0
1:.,

XWL2
"0 &
North
.Tel [phone]i241 t 7041:888451.1
Otesht, . 1—Thompson..
son.,
' Larry
Thompson Environmental
PO.'Bo'x--.541
Midlands NC 2817
Project:; Waste Water
Localti6m, Jeryvdl
9AMP,LE'#, , PARAMETM RESULT`
:Ammonia . N!trqqqkn
0.96
141021,03-.0.1
CBbD;
z2.0
14102103=01
:'Fedal Coliftift
;<2:
314102103701
;NQ2fN'Q3.NftrO_ --h
14
14162163-61
i'TKN -
3 3.
A dml
_T6fjl Nitrogen`
17
14102103-01
6:3,
UNITS
Rq$0,11s! Repp-01"
Date:;12-Nblv-44
:,Order 0:, ' I A M IOl
Gbilemd-DaW.; J0121/2014-.
Collect Time: 1 0 3 S. 00 AM"
METHOD
REPORTING
LIMIT-
ANALYSIS:
DATE ­
SM450 H3Gl
1'0'i2'2'/'20'14'
-.SM52106
s'2f!
90/22/20141
SM.9222P.(MF)'
"1:
10/211/2014-.
�SM4500N63F
am
1.115=14:
Jll,
1b12312014.
'Caidula&6n
:1 11 1 - 15/2 , 011 - 4
'§M2540
10/24/2014-
NC. Certification::459 S_C_Certification: 0051.
deOiffieod'By::

'f.'.''._`-`ni"":.'':"-..."_.a"„'Y. ,m�c�`.`mret. ,. : i.:., _ _ _ •.p:-t.J-,•'^r _- - --, - -
I�ax`
,
-
Cflent / 1pector { _� Prajeot Name - Rep6rt To- _� '
lS�iL.$
C yTo
�x
}, �r'r «� s+ s.s_ �':f ��, M.r � r� � €'r°.'•¢' � 1"'r t �� �y1 4:r;' a
FiUC To
i Eme{I: l.Q�-SOn�PLCi•C+'�'`
.,., I?reserva#nres n t
t A a R ��
. turn Cotkcted � O o
Sample M cnp#bn/. Local n o 'o
Qn ,
"
in S es ' � t.aa Log a�
-Time
lb
n
.
—777
r
I
s , `L
- {„':1•+t 4,. c, � f � � �� ��C`3 ,�-u, " !�' �„ 'fix
�—
,
,
j(
Y `km
"
Io-
-24
t,
r _ r
Y -
I
W-�Wu� z a
� 1 7 WOOM mi
1
i
�
Kim
C „(
1
T��11� 4
1 tkl-,fir J

WAT�iQ
Q�
QG
Michael F. Easley, Governor
State of North Carolina
O�
William G. Ross, Jr., Secretary
Department
of Environment and Natural Resources
_
Coleen H. Sullins, Director
.
Division of Water Quality
Burdette Land Consulting, Inc.
Mr. Matt Burdette
10212 Creedmoor Road
Raleigh, NC 27615 • -
Dear Mr. Burdette:
January 9 2009
JAN 1 c 2009
DWQ-SL1'r C1rCE) on
Subject: Update to General Permit Application
NPDES General Permit NCG551457
Jerry Childress Property
Stanley County
After further review with the Moorersville Regional office it has been established that
this permittee can only 'apply for. the existing 3 bedroom room capacity. The capacity
compliance has already been discussed with the owner. This addresses item 5 in the
Divisions December 30, 2008 letter and requires no further action.
The remaining items in the December 30, 2008 still need to be addressed. If you have
questions concerning this application or general permit, please call Ron Berry at (919) 807-
6403 or by email at [e-mail].
Sincerely,
Ron Berry
Eastern NPDES Program
cc: �Glooresville=Regi'onaLOffice/ Samar Bou-Ghazale
Jerry Childress
7100 Canterway Drive
Charlotte, NC 28227
Central Files
NPDES Unit
Division of Water Quality, Point Source Branch Telephone [phone] NonrthCarolina
1617 Mail Service Center, Raleigh, North Carolina - 27699-1617 P FAX [phone] oAhCar l i 512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http.V1h2o.enr.state.nc:.us ff
An Equal Opportunity/Affirmative Action Employer

1

NC®ENR
North Carolina Department of Environment and Na ,,ral )Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins "t'
Governor Director
February 19, 2009
Mr. Jerry Childress
7100 Canterway Drive
Charlotte, NC 28227
Subject: General Permit No. NCG550000
Certificate of Coverage NCG551457
Jerry Chidress Property
24924 Strand Drive
Stanly County
Dear Mr. Childress:
Dee Freema
Secretary
General Permit Coverage. In accordariee with your application for discharge, the Division is forwarding
herewith the subject Certificate of Coverage 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).
The following information is included with .your permit package:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Wastewater Discharge Permit NCG550000
• A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
• Engineer's Certification to be completed and returned.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding.
This Certificate of Coverage is not transferable except after notice to the Division of Water Quality. The
Division may require modification or revocation and reissuance of the Certificate of Coverage. This permit
does not affect the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, Coastal Area Management. Act or any other
Federal or Local governmental permit that may be required.
As part of the E-Z system purchase, a maintenance service contract is included which provides routine
inspection, cleaning, and replacement of defective UV components by a certified operator.
Page 1 of 2
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] Customer Service:1-877-623-6748
Internet: http: / 1 h2o.state.nc.us I
An Equal Opportunity \ Affirmative Action Employer
One
NofthCarolina
Naturally

Authorization to Construct Permit. In accordance with your application for discharge, the Division is also
authorizing the construction of a 360 GPD wastewater treatment system consisting of a 15 cuft collection
tank, a 2 HP Zoeller 820 Grinder lifting pump with auto controls or equivalent, a 1,500 gallon septic tank with
24 inch access risers, a 1,000 gallon recirculation tank with 24 inch access risers, a '/2 HP Sta-Rite D series
submersible pump with auto controls or equivalent, a 1.80 cuft E-Z treatment pod with media and internal
piping, a 19.6 cuft vault, a dual lamp UV disinfection system E-Z UV Purifier Model 1000 with auto controls,
all connecting piping and electrical to safely operate the system, a 18 sgft rip rap aeration outlet for erosion
control protection with a discharge of treated wastewater into an unnamed tributary to the Pee Dee River,
classified WS-IV, B, CA waters in the Yadkin River Basin.
All elbow piping must be of the long sweeping type. It is recommended that cleanouts be installed between the
lifting station and septic tank at the transition points, elbows, as well as any transition point in the 4 inch
gravity line. This system must be at least 10 feet from the dwelling and property lines and at least 100 feet
from water supply wells on and off the site. The system must also be constructed and located above a 100
year. flood.
This Authorization to Construct permit is issued in accordance 'with Part III, Paragraph 2 of NPDES Permit
No. NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are constructed
in accordance with the conditions and limitations specified in Permit No. NCG550000. In the event that the
facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as the construction of
additional or replacement wastewater treatment or disposal facilities. Failure to abide by the requirements
contained in this Authorization to Construct may subject the Permittee to an enforcement action by the
Division of Water Quality in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. .
The Mooresville Regional Office, telephone number 704/ 663-1699, shall be notified at least forty-eight (48)
hours in advance of operation of the installed facilities so that an in -place inspection can be made. Such
notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, an Engineer's Certification
must be received 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.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration occurs at
a rate which does not exceed twenty (20) gallons per twenty-four .(24) hour per 1,000 gallons of tank capacity.
The Engineer's Certification will serve as proof of compliance with this condition. Mail the completed
Engineer's Certification to the NPDES Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the
facility.
NPDES Permit Contact. If you have any questions concerning the requirements of this permit, please
contact Ron Berry at telephone number 919/ 807-6403 or email [e-mail].
Sincerely,
f ; Coleen H. Sullins
cc: Central Files
NPDES General Permit Files
f Mooresville Regional Office, Surface Water Protection
Stanly County Health Department `
DEH
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
CERTIFICATE OF COVERAGE NCG551457.
GENERAL PERMIT NO. NCG550000
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER DISCHARGES WITH
SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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,
Jerry Childress
is hereby authorized to construct and operate a wastewater treatment facility consisting of a lifting station, a septic tank, a
recirculation tank, a E-Z pod treatment tank, dual UV lamps, rip rap aeration, associated appurtenances, and maintenance
service contract, and with the discharge of treated wastewater from a facility located at the
Childress Property
24924 Strand Drive
Albemarle, NC 28001
Stanly County
to receiving waters designated as unnamed tributary to the Pee Dee River, classified WS-IV, B, CA waters in the Yadkin
River. Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,
II, III and IV of General Permit NCG550000 as attached.
This certificate of coverage shall become effective February 19, 2009.
This Certificate of Coverage shall remain in effect until the General Permit expires July 31, 2012.
Signed this day February 19, 2009.
Coleen H. Sullins, Director . F
Division of Water Quality
By Authority of the Environmental Management Commission

J: NCG551457
Discharge
dF
A.
It
io.
3.�
5
f3
ryup
7bL
USGS Quad: F18SE Morrow Mt., NC
Latitude: 35' 19'52.3" N Stream Class: WS-rV, B, CA
Longitude: 80' 4'41.8" W Subbasin: 03-07-08
Receiving Stream: UT to Pee Dee River
Facility
Location
Childress Residence 24924 Strand Dr
Northl Stanly County

1��
SOC PRIORITY PROJECT: No
To: Western NPDES Unit
Surface Water Protection Section
Attention: Ron Berry
.Date: February 6, 2009
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Stanly
NPDES Permit No.: NCG551457
PART I - GENERAL INFORMATION
Permittee Address:
Jerry Childress
7100 Canterway Drive
Charlotte, NC 28227
2. Date of investigation: February 03, 2009
Facility Address:
24924 Strand Drive
Stanly County
3. Report prepared by: Samar Bou-Ghazale, Environmental Engineer II
4. Person contacted and telephone number: Matt Burdette, Consultant [phone]
5. Directions to site: From Mooresville travel NC-152 to intersection with US 52. Turn
right on US 52 and travel to the intersection with Hwy 73 (East Main Street) in
Albemarle. Turn right on Hwy 73 (East Main Street) and travel approximately 2 miles to
the intersection with NC Hwy 24-27-73 East. Continue. on NC Hwy 24-27-73 East
_approximately 6 miles to the intersection with Strand Drive. Turn left on Strand Drive
and look for 24920 Strand Drive located on the right.
C•.
7
Discharge point(s): Latitude:
USGS Quad: Morrow Mountain, NC
35' 19' 52" Longitude: 800 04' 41"
Receiving. stream or affected surface waters: UT to Pee Dee River
a. Classification: WS-IV, B; CA
b. River Basin and Subbasin No.: Yadkin 030708
C. Describe receiving stream features and pertinent downstream uses: The receiving
water is the Pee Dee River (Lake Tillery). The area downstream is rural with
agriculture being the primary use.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater: 0.00036 MGD (Design Capacity)
b. What is the current permitted capacity: New facility.

Page Two
C. Description of existing or substantially constructed WWT facilities: The existing
facility is a failed septic system.
e. Description of proposed WWT facilities: The proposed E-Z treatment system will
consist of the following: septic tank, recirculating media filter, ultra -violet
disinfection and rip -rap post aeration.
f. Possible toxic impacts to surface waters: N/A
2. Treatment plant classification: Class I
PART III - OTHER PERTINENT INFORMATION
1. Special monitoring or limitations (including toxicity) requests: The E-Z Treat system is to
be operated by the company selling the unit.
2. Important SOC or Compliance Schedule dates: This facility is neither under an SOC nor
is one being considered at this time.
3. Alternative Analysis Evaluation: (Has the facility evaluated all of the non -discharge options
available. Please provide regional perspective for each option evaluated):
4. _ Spray Irrigation: The site is a 0.88acre lot and does not meet the setbacks required for a
spray or surface drip system.
5. Connection to a sewer system: The closest sewer system is approximately ten miles from the
residence. The cost to connect to the sewer system is approximately $608,000.00 according
to Burdette Land Consulting, Inc.
PART IV - EVALUATION AND RECOMMENDATIONS
The Permittee, Jerry Childress has'applied for a permit to discharge at his residence
located at 24924 Strand Drive in Stanly County. The existing septic system has failed and the
remaining property on his parcel is not suitable for a sub -surface system. This application
include a letter from the Division of Environmental Health stating that the soil at the site owned
by Mr. Childress is not suitable for sub -surface sewage treatment and disposal system.
A site investigation revealed that the site is in compliance with the Division's buffer
requirements. The owner was informed to either remove the existing failing septic tank from the
site or to pump it out and fill it with stone or sand.
Pending review and approval by the Western NPDES Program Unit, it is recommended
that the permit be renewed as requested.
Signature of Report r er Date
Water Quality Real Supervisor D tf

tt . , . •�t �. , i 4 ti � _/r f J '1 ri t., 1 � •I { ' -�� \ � ^r 1 31 'ti � t {•`,.
�i r � -}' `� ..,`` iS\ •,j 'y, - ,. '-•,. �yl �' V�' � � �h. � - '� Sri .
6 -_�
rI i /..�!
-) - �� r ��i ! �1 t . G� �•✓ )�`� � !1 � / t. / iy4 ��I "..�! t r /� r r.�
y /'. f ?r / }/r.4. ' -::f ,;.'}J- ���� i^' t /!�• Y/ - ! r s/`r'J
�-/i
�
����
r1 / .F•, 'i iI �C I� � � i�. t i. ' ff � f� 102
r�� _i; i
I..1`i \lf
r c ,f./gay r ,. 4
1 '. ff / 4{ ,, fI fi. v
` ( / r .-., ff� ` 1 n lV a•1 1. }' 3 ti , y
SITE.,
r�
1
I ! . f `F ! �rti / J.i f � i• ��-�.: ! frr� / N� l:zf1y � e-��'-,\� ,�- l r f �1� j ?3} i 4'�
�4`i
I. `--i i F f r 1 t
t! {' ,
_ \ �f -'-�. f � , • i J��-'�.ti—._ � 1 i���, r It L--�"� t a 4 J J < \- '`�e�7 \ \ )7E t �f _ ='7 4 i ;_
1
tq6'�.:" _ M1 � , � _ r t , � r , /i { r ��,•, j l � .- :� r, ' ,
-kr ] 1�.
i
87 5`+ ' i ffl
'
Jr
� 4 1 k J• ,d>o m -av �t" \S
d C ,tr , /� ✓ .`` t l i y 1 i -;,,�' j ,t 1--`'
J
1rtJj:%
G x �1 f l !(j3.�"::�3ry? :,, a ! ,�'J+.;� ✓ }I; i �/ � � � �/Aj""1 1 �i} ;frf rPrFz..
- - ,J r .'/ � � ..�..' i ttj � �.. �. �3a� % �•��.�- s f(�f Jai/, /, r ��-� i. ' z r,, � f.��-. +y_�r.:a'
GRAPHIC SCALE N
1" = 2000' USGS LOCATION MAP
2000' 0 2000' 24924 STRAND DRIVE
ALBMARLE, STANLY COUNTY, NC
••�•N�•'• DATE: 12/05/08 USGS 7.5' TOPO QUAD:
w E BURDETTE LAND CONSULTING, INC. DRAWN BY: TMB MORROW MT
10212 Creedmoor Road - Raleigh, North Carolina 27615 CHK'D BY: JAB
• Telephone [phone] —Fax [phone] FIGURE #: 1
S PROJECT #: 8243

' Y
'`• Y "F O�OF.WATE�QPG Michael F. Easley, Governor
v� William G. Ross Jr., Secretary
> . North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
JERRY-CH.ILDRESS December 16, 2008
7100 CANTERWAY DRIVE
CHARLOTTE NC 28227
Subject: Acknowledgement of New Permit Application
Permit# NCG551457
Facility: 24924 Strand Drive
Stanly County
Dear Mr. Childress:
The Division of Water Quality NPDES acknowledges receipt of your permit application, with the check payment
and supporting materials on December 15, 2008. This application package has been assigned the number listed "
above and will be reviewed by Ron Berry. By copy of this letter, we are also requesting a Staff Report from
the Mooresville Regional Office.
The reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests your
assistance in providing a timely and complete response to any additional information requests.
Please note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application. To check on the status of an application, please visit
httL)://h2o.enr.state..nc.us/bims/Reports/repo.rtsPermits.html.
If you have any questions, please contact Ron Berry at 919-807-6403, or via e-mail at [e-mail]. If
the reviewer is unavailable, you may leave a message, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
/ curie Singleton
NCDENR NPDES Point Source Branch
cc: Central File
o_oresville Regional -Office; Surface Water Protection'j
NPDES Vnit File NCG551457 DEC 18 2008
e rface Water Pra10C a
n
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NOrthCarOlina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Bahl allt� Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

N
.w E� BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 2761.5
Telephone [phone] — Fax [phone]
S
December 12, 2008
NCDENR — Division of Water Quality
NPDES Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
DEC 15 2008
RE: NPDES Notice of Intent DENR - WATER OUALITY
24924 Strand Drive, Albemarle, Stanly County . POINT SOURCE BRANCH BLC Project #: 8243 I-1
To Whom It May Concern:
Attached please find three copies of plans and specifications for a surface discharge system
planned for an existing three bedroom single-family home located at 24924 Strand Drive near
Albemarle in Stanly County, North Carolina. The package includes a completed Notice of Intent
application for coverage under NCG550000 for single-family domestic units.
The proposed new system consists of installation of a lift station with an on -demand grinder
pump, pretreatment (septic tank), treatment (re -circulating filter), UV disinfection, and final
disposal provided by gravity flow from the UV disinfection to a rip -rap disposal pad. Details of
the treatment system are shown on the attached plans.
The site consists of a 0.88 acre lot and does not meet the setbacks required for a spray or surface
drip system. The nearest municipal wastewater collection system is the Stanly County system. -
The' closest connection is approximately ten miles from the residence. The cost to connect to the
county system is. estimated to be a minimum of $ 608,000. This estimate uses a cost to construct
a force main for this distance of $10/foot and a cost for a, pump station of $80,000 (minimum).
If you have any questions or comments regarding this application, plans, or specifications, please
contact us by phone at [phone].
Sincerely,
BURDETTE LAND CONSULTING, INC.
Matt Burdette
Environmental Specialist
DEVELOPMENT CONSULTING SERVICES,INC.
®���eeooe ,rsA®�e
m ? ti a� w
Keith M. Roberts, P. E. ° ;
SEAL
(seal) o ; a 023728 10
- F,���ygePpaexIsOeO

SPECIFICATIONS
-•:
INITIAL SYSTEM INSTALLATION OF
3-BEDROOM NPDES SINGLE FAMILY
SURFACE DISCHARGE WASTEWATER SYSTEM
SERVING
24924 Strand Drive — Albemarle, NC 28001
PREPARED BY:
Matt Burdette RECEIVE-D
BURDETTE LAND CONSULTING, INC:
10212 Creedmoor Road IEC 15
Raleigh, NC 27615
BLC Project #: 8243 DENR • WATER QUALITY
POINT SOURCE BRANCH
REVIEWED BY:
Keith M. Roberts; P. E.
DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road
Garner, NC 27529.
91
/'Y,� a10,
®�®
hs
�p 023728 100
�1 e 0
CO
fie+,
®gym^ 00 *0ee
a�e�,��d�eo80e D'$,�L��®

24924 Strand Drive
Table of Contents
Notice of Intent Application ----------------------------------------------------------------------------
Agent Authorization ---------------------------------------------------------------- ---------------------
-
--
USGS7Q10 ----- -------------------------------- ---------------------------------------------- ----------
Stanly County / State Denial Letters -------------------------------------------------------------------
System Specifications & Recommendations ----------------------------------------------------------
Control Panel Specifications ----------------------------------------------------------------------------
----------------
Recirculation Pump Specifications ----------------------------------------
Grin der Pump Specifications ---------------------------------------------------------------------------
Attachments
USGS Location -Map
Site Plan.
Pretreatment Details
'­r
. .. ..... Lift, Stffiorfi,�Dis' 2.-, ec'-tio"n' and Disposal Details
}'. '! t 0110
T,
7
Figure
Figure
Figure
Figure
1
4
•6
9
10
15
13
27
1
2
3
4

MWA
' • Division of Water Quality / Water Quality Section
-NCDENR National -Pollutant Discharge Elimination System
No CaaOu_ DEPARTMEM of
ENVIRONwexrnnoNarut�ResouRCesmm-NOTICE OF INTENT.- NCG550000
FOR AGENCY USE ONLY
Date Received
Year..
Month
I Da
Certificate of Covera e
.4S1
Check #.
Amount-,
v2
Permit Assi taed to
i A, t: U
National Pollutant Discharge Elimination System application for coverage under General Permit
NC[G'350009: §t ble Family Domestic Units and/or facilities discharging less than 1000 gallons per
day of domestic wastewater and similar point source discharges
D PI WATE? 0. UALITY (Please print or type)
` Re io i conttaa t PI ote: This application will be returned if you have not met with a.
i Oi N 0 " e Cpaf' ntatnt�6 ppropriate regional office):
Please list the NCDENR Regional Office representative(s) with whom you have met:
Name: Samar Bou-Ghazale (multiple phone calls) Date: - 11/24/08
2) Mailing address of owner/operator:
Owner Name Jerry Childress
Street Address 7100 Canterway Drive
City Charlotte State North ZIP Code 28227
Carolina
Telephone No. (Home) [phone] (Work) ( )
* Address to which all permit correspondence will be mailed
3) Location of facility producing discharge:
Street Address 24924 Strand Drive
City Albemarle State North ZIP Code 28001
-Carolina
County Stanly
Telephone No. [phone]
4) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road
numbers, and distance and direction from a roadway intersection).
From Albemarle take NC Hwy 24-27-73 east to Strand Drive turn left, site is located
approximatly 2.3 miles north of Hwy 24
5) This NPDES permit application applies to which of the following:
® New or Proposed (system not yet constructed)
❑ Existing (system fully constructed); If previously permitted by local or county health department,
please provide the permit number and issue date
❑ Modification (existing system with proposed changes); please describe the nature of the
modification:
Page 1 of 3 07/07

NCG550000 N.O.I.
a) Amount of wastewater to be discharged:
Number of bedrooms 3 x 120 gallons per bedroom = 360 gallons per day to be permitted.
b) Type of facility producing waste (please check one):
❑ Primary residence ❑ Vacation/second home
® Other: currently second residence, but will be primary residence'after renovations are
complete : --
7) Please check the components that comprise the wastewater trea1tmpprrnt system:
® Septic tank El Dosing tank ®Recirculating.safld-filter(s)
❑ Primary sand filter ❑ Secondary sand filter ® Other form of disinfection UV
❑ Chlorination ❑ Dechlorination
8) Receiving waters:
® Post Aeration (specify type) Rip Rap Pad
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility
wastewater discharges end up in? . UT to Pee Dee River
b) Stream Classification (if known): WS-IV, B;CA
9) Application Requirements:
Applications for new/proposed facilities (unbuilt) should include the following:
❑ An original letter and two (2) copies requesting a general permit and Authorization to Construct (ATC).
❑ A signed and completed original and two copies of this Notice of Intent application.
❑ A check or money order for the permit fee of $60.00 made payable to NCDENR.
❑ 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.
❑ An evaluation of the possibility of connecting to a regional sewer system (approximate distance & cost
to connect).
❑ A 7Q10'flow estimate at the proposed wastewater discharge point from the US Geological Survey
(919- 571.-4000)
❑ Three sets of plans and specifications of proposed treatment system. Please note that a Professional
Engineer (P.E.) will be required to certify all new systems.
❑ The following setbacks must be met for all new facilities (15A NCAC 02T .0506(b)).
o Any private or public water supply source -100 ft
o Surface Waters - 50 ft
o Any habitable residence under separate ownership or not to be maintained as part of
project site -100 ft
o Any property line - 50 ft
o Any well with exception of monitoring wells - 100 ft
Applications for existing (permitted or unpermitted) facilities Applications for existing (permitted or unpermitted) facilities reauiringmodifications should
include the following:
® An original letter and two (2) copies requesting a general permit (if the system is unpermitted)
and/or an Authorization to Construct (ATC).
® A signed and completed original and two copies of this Notice of Intent Application.
® A check or money order for the permit fee of $60.00 made payable to NCDENR' (not required for
currently permitted systems).
2

. r
Received 12 12 2008 09:45
Dec •12` 08 09:42a JERRY W CHILDRESS 704 536 7520 p.2
NCO550000 N.O.I.
® A check or money order for the permit fee of $60.00 made payable to •NCDENR (not required for
currently permitted systems).
® Three sets of plans and specifications. of the proposed treatment system. Please note that a
Professional Engineer (P.E.) will be. required to certify all modifications other than the addition or
chlorination/dechlorination.
® Invoice showing the septic tank has been pumped and serviced within the last 12 months (only
when existing septic tank will be used)
Applications for existing (unpermitted) facilities with no proposed modifications should include
the following:
❑ An original letter and two (2) copies requesting a general permit.
❑ A signed and completed original and two copies of this Notice of Intent Application.
❑ A check or money order for the permit fee of $60.00 made payable to NCDENR.
❑ Invoice showing the septic tank has been pumped and serviced within the last 12 months
10) Additional Application Requirements:
a) If a consulting engineer is submitting this application:
® Please include documentation from the applicant showing that the engineer (or firm) has been
designated an authorized representative of the applicant.
® Final plans for the treatment system must be signed and sealed by a North Carolina
registered Professional Engineer and stamped - "Final_ Design - Not released for construction".
® 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.
11) 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 information is true, complete, and accurate.
Printed Name of Person Signing: ;e 1. 1 { I Q> k �9 S
Title: 0(
(Date Signed)
North Carolina General Statute 143 215.6 b (i) 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 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. (18 U_S_C.
Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more
than 5 years, or both, for a similar offense.)
Mail package to;
NPDES Permitting Program
Division of Water Quality .
Page 3 of 3
7/07

0
N
W E-, BURDETTE LAND CO'DISULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] — Fax [phone]
S
July 9, 2008
Mr. Jerry Childress
7100 Canterway Drive
Charlotte, NC 28227
Re: Surface Discharge Design
24924 Strand Drive
Albemarle, Stanly County, North Carolina
BLC #: 8245
Dear Mr: Childress:
Burdette Land Consulting, Inc. (BLC) is pleased to provide this cost estimate to complete a
surface discharge design for the property located at 24924 Strand Drive, Stanly County,
North Carolina. The design will consist of a pretreatment system for a 360-gallon per day
residence with final disposal as surface discharge.
BLC proposes to complete the surface discharge design described above at a time.and
materials rate on the attached rate schedule for a estimated cost of $ 2,000-3,000. This cost
estimate includes minor revisions requested by the North Carolina Division of Water Quality
(NCDWQ). However, it does not include revisions necessary due to a change in scope by the
client or state agency such as system components and/or location of the system. It is
important to note that site visits requested by the client and/or NCDWQ either before,.during,
or after installation are also not included in this cost estimate. A final inspection of the
installed, system will be required to complete the permit and will be done at hourly rate not
included in the above cost estimate.
Please indicate your acceptance of the scope of work, budget, and schedule presented above
and the attached standard conditions by signing below. We appreciate the opportunity to
propose our services and look forward to successful project completion.

Received 08 01 2008 09:29
ti
.,Rug 01 00 09:26a JERRY W CHILDRESS 704 536,7520 p.3
Mr. Jerry Childress
BLC #: $245
PMC 2 of 2
Sincerely,
Burdette Land Consuiting, Inc.
T. Matthew BurdeM
Enviromental Technician
Attachment
Accepted by.
Priuc amo &'Tithe
5i

t
Page 1 qf.5.,
Matt Burdette
From: John C Weaver [e-mail]]
Sent: Wednesday, December 10, 2008 11:34 AM
To: [e-mail]
Cc: John C Weaver; Jeanne C Robbins
Subject:. Low -flow characteristics for unnamed tributary to Lake Tillery near RE: 24924 Strand Dr 7Q10
U.S. Geological Survey North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, North Carolina 27607.
Date: December 10, 2008
To: Matt Burdette
Burdette Land Consulting, Inc.
10212 Creedmoor Road
Raleigh, NC 27615
Dear Mr. Burdette;
In response to your inquiry about the, low -flow characteristics (7Q10) for an unnamed tributary to Lake Tillery near
River Haven in eastern Stanly County, the following information is provided:
A check of the low -flow files here at the USGS North Carolina Water Science Center does not indicate a previous
determination of the low -flow characteristics for your point of interest as shown in the map images you. provided
via attachment to your email dated December 5, 2008. No USGS records of discharge are known to exist for your
point of interest.
Where no or insufficient data is available for a low -flow analysis, a determination of low -flow characteristics is
based on assessment of low -flow yields (expressed as flow per square mile drainage area, or cfsm) at nearby
locations where such statistics have previously been determined. The low -flow characteristics that are provided
have been computed by correlating the runoff characteristics of a nearby stream in vicinity of the request site.
Please note.that the flow estimates do not account for the presence of any diversions or regulation, present or
future, which may occur upstream of the request site.
Previously published low -flow information for streams in your area of interest...
For your area of Stanly County, the most recently published low -flow information is a statewide report completed
in the early 1990's. It is USGS Water -Supply Paper 2403, 'Low -flow characteristics of streams in North
12/10/2008

Page 2 of 5
Carolina" (Giese and Mason, 1993). An online version of the report is available through
http://pubs.er.usgs.gov/usgspubs/wsp/Wsp2403. The report provides the low -flow characteristics (based on data
through 1988) via regional relations and at -site values for sites with drainage basins between 1 and 400 sgmi and
not considered or known to be affected by regulation and/or diversions.
If you access the report, please note the online report files are provided in the ".DJVU" format and require a
particular Lizardtech plug-in, also available through a link displayed on the page. Or you can click an adjacent
link that will allow you to view the report as a group of images without the need for a plug-in.
The most recent low -flow information published for streams in western Stanly County is in a basinwide low -flow
report completed in 2003. It is USGS Water -Resources Investigations Report 03-4147, "Low -Flow Characteristics
and Profiles for the Rocky River in the Yadkin -Pee Dee River Basin, North Carolina, through 2002" (Weaver and
Fine, 2003). An online version of the report is available through http://pubs.usgs.gov/wd/Wd034147/. The report
provides the low -flow characteristics (based on data through 2002) for continuous -record gaging stations and
partial -record sites within the Rocky River basin. The report also provides low -flow discharge profiles (7Q10,
30Q2, winter 7Q10, and 7Q2) for the Rocky River from its headwaters in Mecklenburg County to its mouth.
Several pieces of information to consider...
(1) No drainage area is listed in our files for your point of interest. However, a drainage -area delineation using
mapping software suggests the basin upstream of your point of interest is less than 0.01 sgmi.
(2) In Table 1 of the first referenced report, the closest nearby sites are located in the western half of Stanly
County within the Rocky River basin (which drains to the Pee Dee River downstream of Lake Tillery). No regional
relations are available for this part of North Carolina to use in estimating low -flow characteristics at engaged
locations.
(3) In the more recent Rocky River low -flow report, there are several nearby sites in central Stanly County in
vicinity of your point of interest for which 7Q10 discharge estimates are provided. Expressing these estimates as
7Q10 low -flow yields (again, flow per square mile of drainage area, or cfsm) provides some indication of the yield
range that could potentially be applicable to your location. The 7Q10 low -flow yield range is from 0 to about 0.02
cfsm (with an average of about 0.01 cfsm).
(4) Considering the above information, please be aware of the following: Much of the data provided in these two
reports are based on periods of record ,ending in advance of the drought conditions that have occurred since
publication of the reports. In some North Carolina basins, the low -flow conditions observed during the 1998-2002
and current (2007-08) droughts have resulted in lower low -flow statistics. No formal statewide investigation has
been completed to document the changes in low -flow statistics since the drought. However, where updated
analyses have been completed for selected stations, the changes in pre -drought versus updated 7Q10
discharges have shown varying percentage changes of decline.
Putting together the above pieces of information...
Because of the extremely small drainage area upstream from your point of interest,. the 7Q10 low -flow discharge
is estimated at zero flow. Using theabove average 7Q10 yield of 0.01 cfsm, it would require a drainage area of at
least 5 square miles to obtain a "positive flow" estimate at 0.05 cfs, one of the thresholds used by the N.C.
Division of Water Quality in its assessment of NPDES applications.
A charge of $250.00 for accessing and processing information has been assessed to partially offset these costs.
An electronic invoice covering processing costs for these data is attached to this email as a .PDF file.
Instructions for sending your payment are shown on the invoice.
This information is considered preliminary and subject to revision pending further analysis as further data were to
become available, and is made available through our cooperative program of water -resources investigations with
the North Carolina Department of Environment and Natural Resources.
12/10/2008

Hope this information is helpful. If you have any questions regarding this information, please contact us at (919)
571-4000.
Thank you.
-Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] H. Fax: [phone]
E-mail address — [e-mail]
Intemet address = hftp://ne.water.usgs.gov/
************************************************,*****
"Matt Burdette".<[e-mail]> To
John C Weaver <[e-mail]>
12/08/2008 04:13 PM
cc Subject RE: 24924 Strand Dr 7Q10
After speaking with a rep with the NPDES office, I am going to need a 7Q10 for the UT only. Please let me know
what I need to do as far as the $250 fee goes. You can invoice me at the address listed below.
Thanks for your help.
Matt Burdette
Burdette Land Consulting, Inc.
10212 Creedmoor Road
Raleigh, NC 27615
[phone] office
[phone] fax
[phone] mobile
From:. John C Weaver [mailto:[e-mail]]
Sent: Friday, December 05, 2008 5:20 PM
To: Matt Burdette
Cc: John C Weaver, Jeanne C Robbins; Jerad D Bales
12/10/2008

North Carolina
v ,1� Division of Environmental Health
ilV
Terry L. Pierce, Director
bi*ionot Ted Lyon, OSWPS Section Chief
Enviroamenlai fiealtfi
Memorandum
To: David Ezzell Environmental Health Supervisor
Stanly County Health. Department
From: Gene Young, Regional Soil Specialist
On -Site Wastewater Section
Subject: Soil /Site Evaluation .of Jerry Childress
Location-24924 Strand Drive, Albemarle, NC
State of North Carolina
Michael F. Easley, Governor
Department of Environment and
Natural Resources
William G. Ross, Secretary,
February 5, 2008
On January 31; 2008 David Ezzell and -I did.a soil /site evaluation of the aforementioned property to
determine its suitability for the installation of a sub-surface.sewage treatment and disposal system for
a three -bedroom residence. A well will be needed for the water supply.
The soils on the site have 11 to 14 inches of a silty loam. over a clay subsoil . The subsoil .has
expansive clay mineralogy with very firm soil consistence and a very plastic -wet soil consistence, Soil
wetness was also documented on the site at depths ranging from 10 inches from the surface.
a _
This site is unsuitable for a.sub-surface sewageAreatment and disposal system because of shallow
depth to unsuitable. soil characteristics (rule .1941), insufficient soil depth (rule .1943), and insufficient
available space (rule .1-945).
The. proposal submitted cannot be permitted for this- site. Rule .1970 requires at least 15 inches of
useable soil- depth for a pretreated subsurface .drip system. Sufficient useable soil depjh could not be
found on this site.
If you have any further questions, .please feel free to call me.
127 Creek Ridge Drive; Lexington; North Carolina 27295
Phone [phone]
httn://,AwW.neenviroheatth..org
email address-gene.young a�hcmail,net
An Equal . pportunily / Afrirmallye Action Employer
NOf���n carol
Natural
n

EXPLANATION OF SYSTEM OPERATION AND DESIGN
The wastewater disposal system recommended for this site consists of a
pretreatment, treatment, UV disinfection, and direct discharge system for a 3-bedroom
single family home. The system contains the following: Zoeller 820 grinder pump with
a pump basin; 1,500-gallon septic tank with effluent filter; 1000-gallon re -circulation
tank; E-Z Treat re -circulating filter unit; ultraviolet (UV) light purifier model EZ=UV
1000; with final disposal through a rip rap disposal pad. It should be kept in mind that
this system is designed to accommodate a moderate amount of wastewater from the
household and that all measures should be undertaken to minimize the volume of water
entering the system to include the following precautions:
1. Providing water conserving plumbing fixtures within the house;
2. Making rapid repairs to leaking plumbing fixtures;
3. Developing conservative water use habits on the part of all.
members of the household;
4. Monitoring and -maintaining the system as may be necessary for
proper operation;
5. Checking and pumping the septic tank sludge on a regular basis of
approximately every two years when garbage grinders are not
included; and
.6. Insuring proper installation *of this system by a competent
installation contractor.
The system, as recommended, is intended to provide satisfactory wastewater disposal for
the site for a reasonable period of time. Due to the rather complex nature of the
equipment utilized for wastewater treatment, system installation,, wastewater habit
patterns of the household, system maintenance, and other factors over which the Designer
has no control, yet which ultimately influence the successful operation of a wastewater
disposal system, the Designer requires that he be relieved of any liability that may result
from failing or malfunctioning of this system of wastewater disposal. The persons
occupying this residence should be familiar with the contents of the Designer's
recommendations. A conference should- be held with the designer and the installation
contractor in attendance prior to beginning any actual construction of the
wastewater disposal system in order to answer any questions and to insure that the
installation contractor will make no changes to the recommended system without
first obtaining written permission for such changes from the designer. The
contractor shall coordinate his work schedule with the designer and with
representatives of the health department in order that appropriate and timely
inspections of the construction work can be made.
.n

SITE PREPARATION REQUIREMENTS
1. The existing 4" diameter Schedule 40 PVC sewer pipe laid at 1.0% minimum
grade shall be rerouted to the location of the grinder pump basin.
I The pretreatment (septic) tank consists of a 1,500-gallon capacity, reinforced
precast concrete septic tank with full baffle and filter, and has easy access to
each chamber from ground level for checking and pumping.
3. Wastewater piping system from the outlet of the pre-treatment tank to the inlet.
of the re -circulation tank shall be 4" diameter Schedule 40 PVC sewer pipe
laid at 1.0% minimum grade.
4. The E-Z Treat unit and re -circulation tank piping and components shall be
constructed using materials specified on plan sheet 3 of 4.
5. After leaving the pretreatment unit, the wastewater will flow by gravity to a
UV disinfection unit. After passing through the UV disinfection unit, the
wastewater will flow by gravity to a rip rap disposal pad for final dispersion.
6. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment and disposal system have been
completed, and shall leave the surface neatly shaped to shed rainwater. All
disturbed areas shall be seeded with grass and covered with straw..

DESIGN SPECIFICATIONS
DAILY WASTEFLOW: 380 gallons per day
SEPTIC TANK SIZE: 1,500 gallons
DESCRIPTION OF DISTRIBUTION: Gravity to discharge point
SIZE AND DESCRIPTION OF GRINDER PUMPBASIN: Zoeller WD820 2hp
grinder pump and 24" x 60" pump basin that includes piping and control panel. (see
detail sheet 4 of 4)
SIZE AND DESCRIPTION OF PRETREATMENT: One E-Z Treat filter pod
capable of handling up to 650 gallons per day and a 1000-gallon re -circulating tank with
control panel. (see detail sheet 3 of 4)
TOTAL FLOW THROUGH THE PRETREATMENT UNIT: 3,060 gallons per day
LENGTH & DIAMETER OF PRESSURE SEWER LINE FROM GRINDER
PUMP BASIN TO SEPTIC TANK: 115 feet of 2 inch diameter Schedule 40 PVC -
TYPE OF DISINFECTION: UV purifier model EZ-UV 1000 with control panel
DOSING VOLUME TO DISPOSAL RIPRAP AERATOR: 360 gal per day
PUMP REQUIREMENT AT RE -CIRCULATION TANK: Sta-Rite Model
30DOM05121
I-7

RECOMMENDED SCHEDULE FOR SYSTEM MAINTENANCE
1. The_ septic tank should be checked periodically for sludge accumulation and should be
pumped out as needed with the sludge being disposed of properly. Check'yearly if
garbage grinder is included within the wastewater system (not recommended) or
check every two years for systems without garbage grinders.
2. The development of conservative water use habits by all members of the household
will greatly enhance the life of this system.
3. Leaking plumbing fixtures should be corrected as soon as possible, or could result in
premature failure of the wastewater disposal system.
4. The effluent filter at the outlet of the septic tank shall be checked and cleaned as
needed during all routine inspections and at least twice yearly.
5. E-Z Treat system and all components shall be inspected by a certified operator on the
schedule required by the manufacturer.

ASSUMPTIONS AND CALCULATIONS
Number of Bedrooms: 3 Bedrooms
Average Daily Flow per Bedroom: 120 Gallons/Day
Design Flow: 360 Gallons/Day
Minimum Septic Tank Volume: 1,200 Gallons
Septic Tank Detention: 3.33 Days
E-Z Treat Pods Required:
1 Pod
E-Z Treat Re -Circulation Ratio:
8.5 Times ADF
Total E-Z Treat Flow per Day:
3,060 Gallons
E-Z Treat Re -Circulation Cycles per Day:
64. Cycles
E-Z Treat Volume per Dose:
48 Gallons
Re -Circulation Timer On:
2 Minutes
Re -Circulation Timer Off:
21 Minutes
Minimum Re -Circulation Chamber Volume: 720 Gallons
Spin. Filter Gallons Returned: 540 Gallons/Day
Spin Filter Return Setting: 4 GPM
E-Z Treat Surface Area: 60 Square Feet
E-Z Treat Loading Rate: 51 GPD/Square Foot

SCHEMATIC &SUBMITTAL DATA
SIMPLEX CONTROL PANEL
115/230V-10
FOR
RCS1220E
CARL PERRY
E-Z SET
P.O. BOX 176
HAYNURKET, VA. 20168
SUBMITTED: 1044-08

SPECIFICATIONS
ELECTRICAL NOTES:
INCOMING -POWER: ...............................................................115/230V - 13 WIRE SERVICE
CONTROL POWER:......:.......................................................... 115V = 1�, unless otherwise specified
MOTOR HORSEPOWER: ................................................:........ 2HP.
MOTOR FULL LOAD AMPS: ................................................... 12F.L.A.
CONTROL PANEL NOTES:
1. The'control-panel will be provided with a painted steel back panel to mount circuit breakers,
contactor, fuses; relays, ground'lugs and terminal blocks.
2. The alarm light will be mounted to the top of the control .panel enclosure.
3: The control panel will be provided with auxiliary contacts for connection to a remote alarm device.
4. The control panel will be provided with plastic, wireway for placing wire in neat bundles.
5. The control panel wire will be provided with numbered labels for easy identification in the field.
6. The control panel components will be labeled.
1(7

OPERATION'
SPECIAL NOTES:
• The alarm test switch, labeled "On -Off -Test", allows personnel to test the audible and visual
exterior alarms when .the switch is placed in the "test" position.
MOTOR CONTROL:
Manual Mode:
Place the Hand -Off -Auto selector switch in the "Hand" position. The pump motor will run.
Auto Mode: .
1. Place the Hand=Off-Auto selector switch in the "Auto" position.
2. The repeat cycle timer will activate. and de -activate pump according to timer settings.
Alarm:
Low Level: The liquid level drops below the "redundant off' or "low" level.
• The starter circuitry is interrupted and the motor stops.
• An indicator light on the inner -door will illuminate.
• The visual exterior alarm will flash.
• Auxiliary alarm contacts will signal the telemetry unit.
High Level: The liquid -level rises above the "high" level.
• An indicator light on the inner -door will illuminate.
• The visual exterior alarm will flash.
! Auxiliary alarm contacts will signal the telemetry unit.
page 1
17

230V/115V-10-3 WIRE SERVICE notes overload must be In pump motor
(� Ll L2 N
CBlI-L�—
T1 ---� f PUMP i 2HP
MTR J1, 12FLA
T.
115V-1'0-2 WIRE SERVICE
TLI N
CB2
. 1
FUSES(3AMP)
4 RCT REPEAT CYCLE
2 TIMER
5
LL
13 14
7 HAND A
RCT OF M1 PUMP RUN
1 ter_ 2 1 10 AUTO 6 o
LSI
LOW
LEVEL
-- :+ TO RMSYS INPUT • 1
_LL XS
9 1
8 R LOW LEVEL
-- ;+ T❑ RMSYS -INPUT 2
• X2
ti 9
3 �� 4 1ll
LS2 HIGH LEVEL
HIGH LEVEL
LL 10
12 4 ❑N 11 FLSR. 12 EXTERNAL
HL OFF RED _ ALARM
TEST SILENCE
9 5
13 SR 14
SR 13
5
9
1 14
-----OPTIONAL -----
3 RMSYS DIALER 2
--
X5 �L—_--2 3 4 N J X6
i
L--- �: FROM TERMINAL X2
---�; FROM TERMINAL X1
VOLTAGE:
115V/230V
PHASE:
1.
HERTZ:
60
HP/FLA:
2/12
E—Z
170.0
ROCKY
DAVIT
MOUNT,
SET
T
STREET
NC.. 27803
TITLE: RECIRCULATION PUMP
PAGES: SHEET _ OF
ENCLOSURE TYPE: 4X
SHORT CIRCUIT CURRENT: 5KA
DATE:
10-08
REV DATE:
DWG. NO.:
RCS1220E
RMS SYMMETRICAL. 240V MAXIMUM .

n
M1
HEM
0 0
O O PUMP 1
O O
Q GROUND
A�LA�RM
p U )I OFF OFF
AUTO!!!/// TEST
4
LS2 HIGH LEVEL
LSI LOW LEVEL
ENCLOSURE 14X12
SONALERT
l6
VOLTAGE:
115V/230V
PHASE:
1
HERTZ:
60
HP/FLA:
2/12
E—Z
1700 DAVIS
ROCKY MOUNT,
1
SETENCLOSURE
STREET
NC 27803
TITLE: BACK PANEL
LAYOUT
PAGES: SHEET
OF
TYPE: 4X
SHORT CIRCUIT CURRENT: 5KA
DATE:
1 0-08
REV DATE:
I DWG. NO.:
RCS1 ggnF
RMS SYMMETRICAL. 240V MAXIMUM .

OHIO ELECTRIC CONTROL, INC.
2395 ROCK ROAD
ASHLAND, OHIO 44805
10E* PH 419-289-1553
FAX'419-289-5555
Quote Number: RCS1220E
Company
E Z Set
Contact Name:
Carl Perry
Phone
866-753-4770
Cell
703-408-2911
E-mail / Fax:
703-763-5043
Job-
Simplex Recirc
Quoted By: David Baker
Control Panel Customer
Submittal Form
Station Type:.
Simplex
Pump Model:
Up to 2Hp
@ 12 FLA
Panel Voltage:
115/230V
10 60Hz
SCCR.Minimum Rating:
5000 Amps
UL Listed:
NO
PDF Specs Attached:
Yes
OTHER" REQUIREMENTSµ
Quantity Part Number
Part Description
Construction Notes
Manufacturer
1.0 AM1426L
ENCLOSURE
TYPE 4X FIBERGLASS 14 X 12
ALLIED MOULDED
1.0 OEC14P12
BACK PANEL
PAINTED STEEL
HARRIS
1.0 OECSWBS
SWITCH BRACKET
OEC
1.0 985GP3
POWER BLOCK
MARATHON
2.0 6G38TSF
TERMINAL BLOCK
CONTROL POWER
MARATHON
1.0 985GP3
PUMP T-BLOCK
MARATHON
8.0 6G38TSF
FLOAT T-BLOCK
2 FLOAT SYSTEM AND RMSYS
MARATHON
2.0 CP4
GROUND LUG
ILSCO
1.0 QC2020
PUMP CB
CB1
CUTLER HAMMER
1.0 QC1010
CONTROL CB
CB2
CUTLER HAMMER
0.5 QC6BP
BREAKER BRACKET
QC BREAKER MOUNTING BRACKET
CUTLER HAMMER
1.0 XTCE012B10A
CONTACTOR IEC RATED
M1
CUTLER HAMMER
2.0 MDL3
CONTROUALARM FUSE
LITTELFUSE
2.0 MDL3
SPARE CONTROL FUSES
LITTELFUSE
2.0 •354901GY
CONTROL FUSE BLOCK
LITTLEFUSE
1.0 RY2SUAC120
LOW LEVEL RELAY
LL
IDEC
1.0 RY2SUAC120
HIGH LEVEL"RELAY
HL
IDEC �jv

1.0
RY2SUAC120
1.0.
H3CRF8N100240
1.0
SR2P06
3.0
SY2S05
1.0
2FC5373TABS
1.0
2FC5373TABS
1.0
ABW11ON
1.0
305031138320
1.0
305031138310
1.0
305031138310
1.0
ML2RK
1.0
ETN120AFT75
1.0
MC09201Q
1.0
RMSYS
1.0
WW
1.0
MISC SHOP MATERIALS
. 1.0
NOTE
1.0
NOTE
SILENCE RELAY
SR
[DEC
TIME DELAY RELAY
RCT
OMRON
RELAY SOCKET 2 POLE
IDEC
OCTAL
RELAY SOCKET 2 POLE
IDEC
BLADE
HAND OFF AUTO SWITCH
TOGGLE TYPE MOUNTED IN SWITCH
CARLING
BRACKET
ALARM ON / OFF / TEST
MOUNTED IN SWITCH BRACKET
CARLING ,
SWITCH
SILENCE SWITCH
MOUNTED ON EXTERIOR RIGHT SIDE
IDEC
RUN LAMP
AMBER NEON MOUNTED IN SWITCH
SOLICO
BRACKET
LOW LEVEL LAMP
RED NEON MOUNTED IN SWITCH BRACKET
SOLICO
HIGH LEVEL LAMP
RED NEON MOUNTED IN SWITCH BRACKET
SOLICO
ALARM LIGHT
MOUNTED ON TOP MIDDLE
FLASHER
DIVERSIFIED
ALARM SONALERT
MOUNTED IN BOTTOM OF ENCLOSURE
FLOYD BELL
TELEMETRY UNIT
SUPPLIED BY CUSTOMER MOUNTED IN
ENCLOSURE LID WILL NOT SEE
WIRE WAY
PANDUIT
WIRING HARNESS
OEC
NOTE:
LAMINATED SCHEMATIC PROVIDED ON
OEC
ENCLOSURE DOOR
NOTE: CUSTOMER
DEVICES MUST'MEET UL REQUIREMENTS
OEC
SUPPLIED DEVICES
Z�

Note: Cover removed for clarity
w�
I I
I i
i I
I H�
Nom. 1/8 wall thickness
For use on
6x6x4 8x6x4
1MA
10x8x6
rL-
1.15
TYR
Latch Locations
For use on
12x10x6 D=6.75
14x12x6 D=7.25
16x14x8 D=7.25
T
D
For use on
18x16x8 D=5.25
20x16x8 D=9.25
1.25 TYP. --�
I T
D
I
PtM6641L-1 6.10 6.10 1 4.18 1 3.76 1 5.01 1 4.25 4.25 1 7.32 1 7.69 1 7.69
AM$64L 8.00 1 6.12 4.13 1 3.68 1 5.01 1 6.25 4.25 1 9.19 1 9.59 1 7.71
AMIP04L
10.13
8.26
4.13
3.68
7.01
8.25
6.25
11.19
11.73
9.85
AM1iyU86L
10.13
826
6.13
5.68
7.01
8.25
6.25
11.19
11.73
9.85
'AM1206L;
12.13
10.26
6.13
5.68
9.01
10.25
8.25
13.19
13.73
11.85
AM1°426L`
14.13
1 12.26
6.13
5.68
11.01
12.25
1 10:25
15.19
15.73
13.85
I
AM '648L
16.27
14.40
8.13
7.68
13.01
14.25
12.25
17.19
17.87
15.99
AM=1$684
18.40
16.40
8.13
7.68
14.97
16.25
14.25
19.28
20.00
18.00
AM2068L
20.00
16.00
8.13
7.68
14.54
17.81
13.81
20.84
21.59
17.59
All dimensions in inches.
S PS
Order Today: 419-636-4217, Fax; 419-636-2450, e-mail.- [e-mail]

OWNER'S MANUAL
S.T.E.P. Plus D Series
Submersible Pump
STA-RITE®
293 Wright Street, Delavan, WI 53115
Models: IODOM05121, IODOM052219
20DOMOS 121 p 20DOMO52219 20DOM05221 + 1,
20DOMOS 121 + 1, 30DOMOS 121, 30DOM05221
Installation/Operation/Parts
For further operating, installation, or maintenance assistance:
Call 1-262-728-5551

2
READ AND FOLLOW
SAFETY INSTRUCTIONS!
AThis is the safety alert symbol. When you see this symbol
on your pump or in this manual, look for one of the fol-
lowing signal words and be alert to the potential for personal
injury
iiii= warns about hazards that will cause serious per-
sonal injury, death or major_ property damage if ignored.
AWARNING warns about hazards that can cause serious per-
sonal injury, death or major property damage if ignored.
A CAUTION. warns about hazards that will or can cause
minor personal injury or property damage if ignored.
The label NOTICE indicates special instructions which are
important but not related to hazards.
Carefully read and follow all safety instructions in this manual
and on pump.
AWARNING Hazardous pressure. Under certain conditions,
submersible pumps can develop extremely high pressure.
Install a pressure relief valve capable of passing entire pump
flow at 75 PSI.
ADo not allow pump, piping, or any other system compo-
nent containing water to freeze. Freezing may damage
system, leading to injury or flooding. Allowing pump or system
components to freeze will void warranty. ,
AWARNING Hazardous voltage. Can shock, burn or cause
death. To avoid dangerous or fatal electric shock hazard, use
pump only in an effluent system. DO NOT install pump in an
open body of water ( a lake, swimming pool, etc.).
AInstall, ground and wire pump according to local and
Canadian Electrical Code or National Electrical Code
requirements that apply.
ADisconnect electrical power supply before installing or
servicing pump.
AMake sure pump nameplate voltage and frequency match
line voltage and frequency of power supply.
1. Install pump according to all plumbing, pump and well
code requirements.
2. Install an all leg disconnect switch in the power supply
near the pump.
3. Two -wire motors are equipped with automatic thermal
overload protection which will open the circuit and stop
the motor when a thermal overload (excessive heating)
exists. When motor cools, overload will rest and motor will
restart automatically. This can cause the pump to start
unexpectedly and without warning.
GENERAL
Inspect pump for delivery damage. Report any damage to ship-
ping carrier or to Sta-Rite immediately.
Have any installation; repair, or service work done by your
Sta-Rite dealer.
Never run pump dry.
LIMITED WARRANTY
Sta-Rite warrants to the original consumer of the products listed below, that they will be free from defects in material and work-
manship for the Warranty Period from the date of original installation or manufacture as noted.
Product Warranty Period
Submersible Pump Products 1 year
Our warranty will not apply to any product that has been subject to negligence, misapplication, improper installation or main-
tenance. In the event a three phase submersible motor is operated with single phase power through a phase converter, or if three -
leg ambient compensated, extra -quick trip overload relays of recommended size are not used, our warranty is void.
Buyer's only remedy and Sta-Rite's only duty is to repair or replace defective products (at Sta-Rite's choice). Buyer agrees to pay
all labor and shipping charges associated with this warranty and to request warranty service through the installing dealer as soon
as a problem is discovered. If warranty service is requested more than 30 days after the Warranty Period has ended, it will not
be honored.
STA-RITE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL, OR.CONTINGENT DAMAGES WHATSOEVER.
THE FOREGOING WARRANTIES ARE EXCLUSIVE AND IN LIEU OF ALL OTHER EXPRESS WARRANTIES. IMPLIED WAR-
RANTIES, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A
PARTICULAR PURPOSE, SHALL NOT EXTEND BEYOND THE WARRANTY PERIOD PROVIDED HEREIN.
Certain states do not permit the exclusion or limitation of incidental or consequential damages or the placing of limitations on
the duration of an implied warranty, therefore, the limitations or exclusions herein may not apply. This warranty sets forth spe-
cific legal rights and obligations, however, additional rights may exist, which may vary from state to state.
Supersedes all previous publications.
Sta-Rite Industries, 293 Wright St.. Delavan, WI ' 53115

During system operation, pump must be submerged at all times.
Pipe joint compound can cause cracking in plastics. Use only
teflon tape when sealing joints in plastic pipe or connecting
pipe to thermoplastic pumps.
Warranty is void in the following conditions:
Water is highly corrosive.
If entrained gas or air present in water being pumped
reduce the flow and cause cavitation (which can damage
the pump).
Pump has been operated with discharge valve closed
(severe internal damage will result).
ELECTRICAL
Wiring/Grounding
AWARNING Hazardous voltage. Can shock, burn, or cause
death. Permanently ground pump, motor and control box
before connecting power supply to motor.
Ground pump and motor in accordance with all codes and
ordinances that apply. All wiring must meet National Electrical
Code and Canadian Electrical Code (whichever applies). Use
copper ground wire at least as large as wires carrying current
to pump.
Pump is supplied with copper ground wire. Use only copper
wire for connections to pump.
Permanently ground pump before connecting power cable to
power supply. Connect ground wire to approved ground first,
then connect to equipment being installed.
Do not ground to a gas supply line.
Float switches or any other approved motor control must
match motor input in full load amperes.
For'more information, contact your local code officials.
Installation Wiring Instructions
Pump has two power supply wires (Red/Black) and one ground
wire (Green).
Fasten power supply wire leads securely to control panel;
leave 4-5" of slack in leads at this point. Securely fasten leads
to plastic pipe within 6" of the pump discharge section.
NOTICE: To avoid dropping pump or damaging wires or
splices, NEVER allow pump wires to support weight of pump.
Lki
PUMP INSTALLATION
AWARNING Risk of electrical shock. Do not remove or alter
cord. Do not connect conduit to pump.
1. Only qualified personnel should install the pump and
associated control equipment.
2. Vent sewage tank according to local code.
3. Do not install pump in any location classified as haz-
ardous by National Electrical Code, ANSI/NFPA 70-1984.
4. These pumps are intended for permanent connection only.
Provide strain relief at control panel for power supply cord
connection to box. All control components must be UL
listed and suitable for end use application.
5. Do not pump flammable liquids, strong caustics, or strong
acids with this pump.
6. To prevent dropping pump, lower it by the drop pipe, not
by the cables. The electrical cables will not hold the pump
weight.
7. Discharge outlet is 1-1/4" NPT threaded.
NOTICE: If installing external check valve, hold discharge
with pipe wrench to prevent loosening discharge in shell.
8. If pump is to be operated with an open discharge, a dis-
charge valve must be installed. Before startup, open this
valve about 1/3 open. Start pump. Slowly open valve until
the desired flow rate is reached. Final setting must be with-
in pump's recommended operating range.
OPERATION
1. The pump must be submerged at all times during normal
operation. Do not run pump dry.
2. Make sure that the float switches are set so that the pump
stops before the pump runs dry or breaks suction. If neces-
sary, adjust float switches to achieve this.
3. The motor bearings are lubricated internally. No mainte-
nance is required or possible on the pump.
250(76)
200(61)
ti
150(46) 20
U
E 20 GPM
100(30)
a
I° 50(15) 10 GPM
0(0)
0 10 20 30 40
(0) (38) (76) (114) (151)
Flow in USGPM (LPM)
Figure 2: Performance in Feet of Head at Gallons per
Minute (M LPM).
Figure l: Insert a 3" PVC pipe in the bottom of the

In
Table 1: Recommended Fusing Data
60 Hz/1 Phase 2-Wire Cable
Model
HP
Voltz/Hz/
Phase
Max
Load
Amps
Locked
Rotor
Amps
Fuse Size
Standard/
Dual Element
l ODOM05121
1/2
115/60/1
11.0
30.0
15
20DOM05121
1/2
115/60/1
.9:5
30.0
15
30DOM05121
1/2
115/60/1
9.5
30.0
15
10DOM05221
1/2
230/60/1
5.5
14.5
10
20DOM05221
1/2
230/60/1
4.6
14.5
10
30DOM05221
1/2
230/60/1
4.6
14.5
10
20 DOM05121 +1
1/2
115/60/1
10.6
30:0
15
20DOM05221+1
1/2
230/60/1
5.3
14.5
10
TROUBLESHOOTING GUIDE
PROBLEM ,
CHECK
CORRECTIVE ACTION
Pump will not start but fuses do not blow
No voltage.
No voltage at control panel.
Replace blown fuses or bad cable.
Electrical cable bad.
Consult licensed electrician or serviceman.
Control panel incorrectly wired.
Reconnect control panel correctly.
Fuses blow or overload protector trips when motor starts
Wrong size fuse or wrong
Check fuse size against chart, above.
Install correct fuse or time delay fuse.
size time delay fuse.
Low or high voltage.
Check that line voltage is within ±10% of nameplate
If voltage variation is greater than ±10%, call power
rated voltage while motor is running.
company or local hydro authority to adjust voltage.
Power supply wire leads
Check control panel wiring diagram against incoming
Reconnect leads to match wiring diagram in control
not correctly connected
power hookup. Check power supply wire color coding.
panel cover. Reconnect power supply wires so wire
to control panel.
color code matches motor lead color code.
Broken wire in
Examine all connections and wiring in control panel.
Disconnect power and repair or replace faulty wire.
control panel.
Pump stuck or binding.
Check for locked shaft in,pump.
If necessary, pull pump (make all possible above
ground checks first). If pump is locked, replace it.
Clean tank of all sand or lime, or solids before
reinstalling pump.
Power supply wires or
Consult licensed electrician or qualified serviceman.
Have a qualified serviceman or electrician make
pump leads grounded,
necessary cable repairs..
shorted, or open.
Fuses blow or overload protector trips when motor is running
Low or high voltage.
Check that line voltage is within ±10% of rated
If voltage variation is more than ±10%, call power
nameplate voltage while motor is running.
company to adjust voltage.
High ambient (atmospheric)
Check temperature of tank
Protect tank from direct sunlight.
temperature.
Pump starts too frequently
Leaks in system.
Check plumbing for leaks.
Level switch.
Check for defective switch or switch out of adjustment.
Re -adjust or replace level switch.
Check valves leaking.
Make sure check valves are not leaking back.
Replace check valves if necessary.
Little or no water delivered
Check valve stuck
Examine valve.
If stuck, free valve; if installed backwards, reverse it.
or installed backwards
Low voltage.
Check voltage at control panel with pump running.
Install larger wire from meter to control panel.
If necessary, have power company raise supply voltage.
Plugged intake screen.
Pull pump and check condition of screen.
Clean or replace as necessary.
Check valve at pump
Pull pump and examine check valve.
Free check valve.
discharge stuck.
Pump doesn't develop
Check pump curve against operating conditions.
Replace pump with "higher head" pump.
o —.1, nro _ f-h-4.1

QL/QL/TY PUMPS SIMCE l,JJJ
Product information presented
here reflects conditions at time
of publication. Consult factory
regarding discrepancies or
inconsistencies.
MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
SHIP TO: W49 Cane Run Road • Louisville, KY 40211-1961
[phone]. 1(800) 928-PUMP • FAX [phone]
THE
820-.GRINDER PUMP
FEATURES:
Automatic with Integral Control, Nonautomatic available.
UL Listed.
Durable Heavy Duty Finned Cast Iron Construction.
. Legs provide for free standing installation.
Motor - 2 HP, 60 Hz, 3450 RPM, Oil -filled, Hermetically
Sealed with Class B Insulation, Automatic Reset Thermal
Overload Protected.
. Upper and Lower Ball Bearings Running in Bath of Oil.
. Hardened Stainless Steel Cutter and Disc.
Cutters Protected.from Abrasive Solids.
• Stainless Steel Lifting Handle, Screws,.and Bolts.
® Easily adapts to Rail Systems.
Mechanical Shaft Seal - Carbon/Ceramic.
® Control panels are not required.
. Simplex Grinder Package Systems (Unassembled and Job
Ready/Assembled) available.
• Corrosion resistant powder coated epoxy finish.
•. Maximum operating temperature 130°F (54°C).
• 20' Power Cord.
SECTION: 2.50.010
FM1478
0807
Supersedes
1006
visit our web site:
www.zoeller.com
UNIQUELY DESIGNED PUMP
WITH INTEGRAL CONTROL
(For Pump Prefix Identification see News & Views 0052)
�arM
O ri.** • t.
L Tested to UL
St ® andard UL778 _
G jOumP��",e�
•S CRpF`
Product may not be exactly as picturedmay not be exactly as pictured.
© Copyright 2007 Zoeller Co. All rights reserved.

t) GRINDER MODEL 0
STANDARD FEATURES:
• V/<" NPT Vertical discharge
• Carbon/Ceramic Seal
• Thermal Overload protection
• Balanced Bronze Impeller
• Stainless Steel Cutter Plate/Cutter
• Stainless Steel Shaft
• Stainless Steel Hardware
• 20' Power Cord
OpTlONS.
❑ Extra Length Cords (Consult Factory)
P/N WGT. MODEL VOLTS PH MODE AMP
❑ 820-0011 92 WD820* 230 1 Auto 13.7
❑ 820-0004 91 E820 230 1 Nonauto 13.7
❑ 820-0005 . 92 WH820* 200 1 Auto 15.5
❑ 820-0006 91 1820 200 1 Nonauto 15.5
* WD & WH grinder pumps are completely automatic with starting controls in pump switch case.
Note: 230V pumps are supplied with a 20 amp plug. ,
( ) CONTROL PANELS &ALARM SYSTEMS
STwNDARD PEA T /r€:R S:
• Audible & Visual Alarm
• Alarm Silence Switch 0-1,7�,""'O"
• Test Switch for Alarm and Light s^""
• UL Listed
Simplex Panels:
❑ P/N 10-1037 Includes Alarm & I ;?
3 Floats for E820.
❑ P/N 10-1038 Includes Alarm &r'
3 Floats for 1820.
❑ P/N 10-0125* Includes Alarm &
3 Floats for E or I Models.
Alarm Paks Only: IND0OF.JOUTD00R SYSTEM
❑ P/N 10-0053 Indoor only. f NEMA 4X SIMPLEX CONTROL
❑ P/N 1070623 Outdoor. PANEL WITH ALARM
❑ P/N 10-0126 Outdoor w/
Dry Alarm Contacts.
*Branch circuit protection provided by'electrical installer. .
INDOOR INSTALLA1 IONS INDOOR/OUTDOOR SYSTEM
NEMA 1 ❑ P/N 10-1494 STANDARD ❑ P/N 10-0623
DELUXE ❑ P/N 10-0682
t Low voltage terminal connector for float switch.
( ) VARIABLE LEVEL FLOAT SWITCHES,
❑ P/N 10-0033* Switch without Weight 8,
Bracket for E820. WGT. 2.0
❑ P/N 10-0748 Switch without Weight &
Bracket for 1820. WGT. 2.0
❑ P/N 10-0661 1 Weight & Bracket only.
WGT. 3.0
❑ P/N 10-0689 1 Weight only. WGT. 2.5
❑ P/N 10-1366 Set of Weights & Brackets.
Use with 10-0125/10-1037 and 10-1038.
WGT. 6.5
*Remove plug.
— CORD
q 76f
WEIGHT
BRACKET
VARIABLE LEVEL
FLOAT SWITCH
SK1328
Note: All variable level float switches in this
section are mechanically activated and do
not contain mercury.
D) CHECK U ES
1%"Cast Iron NPT Female
❑ P/N 30-0163 WGT. 7.5
1Y2' Cast Iron NPT Female
❑ P/N 30-0164 WGT. 7.5
2" Cast Iron NPT Female
❑ P/N 30-0152 WGT. 10.0
FEMALE THREADS
BOTH ENDS
SK1330
( ) JUNCTION BOXES (Contact factory it used in conjuction with a control parial)
INDOOR BASIN INSTALLATIONS OUTDOOR BASIN INSTALLATIONS
Ell
o .
SK1628B
SK1628A
4 Holes with Seals for (1) Power. Cord, (1)
Pump Cord, (1) Alarm Switch, & (1) Alarm
Return Feed.
❑ P/N 1070666 WGT. 2.5
Qwik-Box Connection (For
usewith WD Models only)
with Seals for (1) Power.
Cord, (1) Pump Cord, and
(1) Alarm Switch Cord.
Alarm float switch must
operate on low voltage to
be used w/ Qwik Box.
❑ P/N 10-0580 WGT. 3.0
4 Holes with Seals for (1) Pump Cord, (3)
Control Float Switch Cords and (1) Conduit
Connection, use with Control Panells (B).
❑ P/N 10-0647 WGT. 2.5
4 Holes with Seals'for (1) Pump Cord, (1)
Control Float, (1) Alarm Switch, and (1)
Conduit Connection for incoming power and
alarm return.
❑ P/N 10-0677 WGT. 2.5
(9 Copynght 2007 Zoeller Co. All rights reserved.
2

11
(F) INDOOR BASIL, COVER, AND HARDWARE -PREPACKAGED STANDARD EQUIPMENT
• Fiberglass Basin
PUMP NOT INCLUDED
• Rust Resistant Steel Cover
(epoxy coated
P ) HIGHWATERALARM TOALARMPANEL
1114'PVCSLIPx SUP
BALLVALVE
• Inspection Plate (FIELD INSTALLED)
(FIELD INSTALLED)
•
• Pump Cover
1 U4' FEMALE NPT
CASTIRONCHECKVALVE
®
(FI•
3" Adaptaflex Vent Seal
CASTIRONADAPTERS
11/4' GROMMET SEAL
• 1 %" Adaptaflex
Discharge Pipe Seal 4'RUBBERINLET
PIPE SEAL
• Cord Seal (FIELD INSTALLED)
l
_
—1114'X 32'
• 1-4" Rubber Inlet Pipe Seal - Field Installed
GALVANIZED PIPE
J6'
• Pump Support Hardware
—11/4'X12'
• 1 Y4" Check Valve ALARM
GALVANIZED PIPE
• • Ball Valve
I OFF
ADOPnIiCASE,2HP
SIN4PLEX I-- 24'NOM@NAL
SK1691
❑ 24" x 36" P/N 32-0011 WGT. 107 USE WITH AUTOMATIC PUMPS ONLY
(G) OUTDOOR BASIN, COVER, AND RAIL SYSTEM ASSEMBLIES -STANDARD EQUIPMENT
• Fiberglass Basin with Anti -flotation Ring HIGH WATERALARM
• 1'/4" PVC Discharge Pipe (FIELD INSTALLED)
• 1'/" Rubber Discharge Pipe Seal
• Stainless Steel Square Guide Rail
• 1' Pull Rod
• 8' SS Lifting Cable for basin depths
to 84" (12' SS Lifting Cable for
basin depths of 96")
• 1'/" PVC Ball Valve
• V/4' Cast Iron Check Valve
• 14" Rubber Inlet Pipe Seal -
Field Installed l
• Fiberglass Cover l
SIMPLE
❑ 24" x 48" P/N 33-0185 WGT. 206
❑ 24" x 60" P/N 33-0186 WGT. 21 R
❑ 24" x 72" P/N 33-0187 WGT. 233
❑ 24" x 84" P/N 33-0188 WGT. 264
❑ 24" x 96" P/N 33-0189 WGT. 277
OPTIONS:
11/4', Stainless Steel pipe from pump to bracket.
• Anti -siphon Device.
• Pre -wired Conduit. (Consult Factory) PUMP NOT INCLUDED
*Other sizes available. (Consult factory). SK1670
(H) RAIL SYSTEMS - {FIELD
E-Z out Rail System for 1%"
pump discharges (mail System
discharge is 2" MPT male
thread)
Galvanized Fitted
❑ P/N 39-0087 WGT. 43
Stainless Steel Fitted
❑ P/N 39-0088 WGT. 43
Intermediate Stabilizer Bracket
for every 12' of depth.
Galvanized
❑ P/N 39-0089 WGT. 6.0
Stainless Steel
❑ P/N 39-0090 WGT. 6.0
UPPER RAIL
SUPPORT
GUIDE RAIL
(NOT INCLUDED)
GUIDE PLATE
RAIL PLATE
ELBOW
THREADED MALE
CONNECTION
DISCONNECT ELBOW
_K1859
© Copyright 2007 Zoeller Co. All rights reserved.
3
Square Guide Dail System for
Systems less than 96" deep)
BASIN DEPTH
❑ 48" P/N 39-0057 WGT. 90.5
❑ 60" P/N 39-0058 WGT. 94.5
❑ 72" P/N 39-0059 WGT. 98.5
Fits both round and square basins
Includes Square Guide Rail
Basins over 72" deep require
one additional angle arm bracket.
❑ P/N 39-0070 WGT. 11
6
(l) BALL VALVE
1Y4' IPS
❑ P/N 30-0165 WGT. 2.0
1Y2" IPS
❑ P/N 30-0166 WGT. 2.0
2" IPS
❑ P/N 30-0167 WGT. 2.5
SK1333
(J) PULL RODS FOR SQUARE
GUIDE PAIL SYSTEMS ONLY
(Field Installed Systems)
1 Ft. "L"
❑ P/N 39-0069 WGT. 0.5
2Y2 Ft. "L"
❑ P/N 39-0006 WGT. 1.0
3'/z Ft. "L"
❑ PW 39-0007 WGT. 1.5
4Yz Ft. "L"
❑ P/N 39-0008 WGT. 1.5
51/2 Ft. "L"
❑ P/N 39-0009 WGT. 2.0
�L
1
I
SK2283
(K) SS LIFTING CABLE
(Field Installed Systems)
8 Ft.
❑ P/N 39-0031 WGT. 1.0
12 Ft.
❑ P/N 39-0032 WGT. 1.0
16 Ft.
❑ P/N 39-0033 WGT. 1.0
20 Ft.
❑ P/N 39-0034 WGT. 1.0
24 Ft.
❑ P/N 39-0035 WGT. 1.0
OSK1335

DD JO RSYSTEMS?
C
WEU' N:
60
N '
&I
�OUTDOOR
REQ.
REQ.
1
Grinder (Auto or Nonauto)
PIN
(A)
I
Grinder (Auto or Nonauto)
PIN
(A)
1
Alarm System (Optional)
PIN
(B)
1
Control Panel/Alarm System
PIN
(B)
I
Weight Only
PIN
10-0689 (C)
1
Float Switch/es (if required)
PIN
(C)
(Required if alarm is used)
1
Weight/s and Brackets
PIN
(C)
I
Junction Box (Optional)
PIN
10-0666 (E)
1
Junction Box
PIN
(E)
I
Basin, Cover and Hardware
PIN
(F)
1
Basin, Cover and Rail System
PIN
(G)
F ELD'-`M;0,U NT SYSTEMS
SIMPLEX
REQ.
1
Grinder (Auto or Nonauto)
PIN
(A)
1
Alarm System (Optional)
PIN
(B)
I
'Variable Level Fl. Sw. Assm.(2)
PIN
(C)
(Not required for auto pumps)
1
Weight and Bracket Only
PIN
10-0661 (C)
(2 required if alarm is used)
1
Junction Box (Optional)
PIN
(E)
I
Rail System (Optional)
PIN
(H)
1
Angle Arm/intermediate Bracket0)
PIN
(H)
I
Pull Rod (3)
PIN
(J)
1
S.S. Cable
PIN
(K)
(1) Required for basins over 72" deep (Square Guide Rail) and over 12"
(E-2 Out Rail). Allow for overhead clearances.
(1) Hardwire pump, float switch, and power supplyinside junction box.
(3) For Square Guide Rail Only
Note: Contact factory for control panel selection.
Note: Access Doors Available on Field Mount Systems - Consult Factory
Special Basin Configurations - Consult Factory
11/2 N.P.T.
32
28
24
20
16
12
8
4
0
PUMP PERFORMANCE CURVE
MODEL 820
110
too
so
80
70
0
-
50
-
40
30
20 -
-
10
GALLONS
5 10 15 20 25 30 35 40 45 1(
Ll I hKi ; I
40 80 120 160
FLOW PER MINUTE 010440
SK1621 Manufacturers of... . ZA"dZITY Awplg 51NLT M9
. .. .... ....
@ Copyright 2007 Zoeller Co. All rights reserved.

Technical Bulletin A L
NCDENR
For General Permit NCG550000
NORTH CAROLINA DIVISION OF WATER QUALITY
Revised May 24, 2010
Who Is Covered Under This Permit?
This permit covers discharges of treated domestic
wastewater from single family residences at flows not to
exceed 1000 gallons per day. Other types of facilities
discharging less than 1000 gallons per day of treated
domestic wastewater may be covered under this permit
with the approval of the Division.
Changes in Reissued General Permit
The previous General Permit expired July 31, 2007. The
permit has been reissued for an additional five years. The
new permit contains the following significant changes
from the previous version:
• Dechlorination is now required for all facilities
installing chlorination after the effective date of the
final permit.
• Risers will be required on all new septic tanks
making them easier to locate.
There were also changes made to the Notice of Intent
(NOI) which is filed to gain coverage under this permit.
The NOI requires updated buffer requirements aligning
with 15A NCAC 02T.0506, and the sign -off of a
professional engineer for all new systems.
Key Permit Requirements
• Annual sampling of the effluent from the system is
required. The parameters to be sampled can be found
in Part I, Section A. A North Carolina certified
laboratory should be contacted to perform the
analytical monitoring. A list of certified laboratories
can be obtained by calling the Division.
• All samples should be collected before the effluent
joins or is diluted by any other wastestream, water or
substance. (Part II, Section D:1)
• The permittee shall give notice to the Division of any
planned physical alterations or additions to the
system that could significantly increase the quantity
of pollutants discharged or introduce new pollutants
to the discharge. These alterations include any types
of residence/facility expansions. (Part II, Section
E:3 )
• Submission of monitoring reports is not required. All
monitoring information must be retained on site for a
period of 3 years. (Part II, Section E:1)
Minimum Treatment System Requirements
System requirements for existing (previously
constructed) systems are a septic tank, sand filter and
disinfection apparatus. All existing facilities adding
chlorination after August 1, 2007 will also be required to
add dechlorination. System requirements for a new (not
yet constructed) system are a septic tank, primary and
secondary (or recirculating) sand filters,
chlorination/dechlorination (or equivalent means of
disinfection) and post -aeration apparatus.
Operation and Maintenance
In order to protect water quality and to ensure proper
operation of domestic wastewater systems, the following
measures should be taken:
• Check the septic tank every year to see if solids
should be removed.
• Have the septic tank pumped out every three to five
years. Contact a local septic service/repair company
from the yellow pages.
• Inspect disinfection and dechlorination equipment
(if applicable) weekly to confirm proper operation.
• If a chlorinator and/or dechlorinator is installed,
replace tablets whenever necessary.
Tips for Maintaining Your Septic Tank
The septic tank is usually a watertight concrete box buried
in the ground outside the house. Wastewaters from the
house; including the toilets, shower, bathtub, washing
machine and dishwasher flow into the tank. Heavier solid
materials settle to the bottom and the liquid flows out of
the tank into a soil drainfield. Both the septic tank and
drainfield must be properly maintained for the system to
work correctly for many years. Some tips for maintaining
your septic system are:
• Do not put too much water into the septic system.
Try to conserve water wherever possible.
• Do not add materials such as chemicals, sanitary
napkins, or other foreign objects.
• Restrict the use of your garbage disposal.
• Do not pour grease or cooking oils down the drain.
• Have the solids pumped out of the septic tank every
3-5 years.
• Keep automobiles and heavy equipment off of the
septic tank and drain field.
Chlorination and Dechlorination Tablets
If the treatment system has a chlorinator or dechlorinator,
it is important that there is an adequate supply of tablets
to ensure proper operation. There will usually be a white
PVC pipe sticking up from the chlorinator/dechlorinator
where the tablets should be inserted. Tablets can be

obtained from most plumbing supply stores. Make sure
that the tablets are certified for wastewater use. Chlorine
tablets are NOT the same type of chlorine used for
swimming pools.
Sians of Septic System Problems
Some of the signs that your septic system may be having
problems are:
• Sewage backing up into your toilets, tubs or sinks.
• Slowly draining fixtures; particularly after it has
rained.
• The smell of raw sewage accompanied by soggy soil
over the drainfield.
• Sewage ' discharging over the ground or in nearby
ditches or woods.
If you see any of these signs, contact a septic repair
company from the yellow pages in your area.
Right -of -Way
Issuance of this general permit does not relieve the
permittee from obtaining all necessary right-of-way or
easement rights to discharge wastewater on or across
another property.
Frequently Asked Questions
1) Do I need to submit the monitoring results
annually?
No. The submission of monitoring reports for this
permit is not required. There are no standardized
Discharge Monitoring Reports (DMRs) associated
with this permit. All monitoring results should be
kept on site for three years. The Division may
request these reports for review at any time. (Part II,
Section E:1)
2) Do I need to employ a certified wastewater
treatment plant operator to manage and run the
system?
Not at this time. The Division's Operator Training
and Certification Unit does not currently plan to
classify these types of facilities for the purposes of
needing a certified operator. The requirement was
left in the permit at this time with clarification, in the
event that classification was assigned in the future.
(Part Il, Section C:1)
3) Where do I find my stream classification?
The stream classification, i.e. WS-IV, C, Tr, etc. can
usually be found in the Certificate of Coverage. If
you are unsure of your stream classification, you can
contact the NPDES Permitting Program.
4) Does a certified lab need to be used to analyze
samples?
Yes, a North Carolina certified lab must be used to
perform analytical monitoring. The only exception to
this rule is when measuring the value of pH. pH
values should be measured in the field because they
may change considerably between when the sample
is pulled and it is analyzed at the laboratory. A list of
certified labs is available from the Division.
5) What If I Sell My Property?
The Division views changes of name or ownership as
a' minor modification and requires the Director's
approval. Name and ownership changes require you
to complete a Name/Ownership Change Form. The
forms are available by contacting the NPDES
Permitting Program at [phone].
6) When does my permit expire and how do I renew
it?
The expiration date of the permit is on the first page
of the General Permit. This General Permit expires
on July 31, 2012. Approximately 180 days prior the .
expiration of the General Permit, you will receive a
renewal notice in the mail from the Division.
Contact Us
For additional information, please contact us at:
N.C. Division of Water Quality
Surface Water Protection Section
NPDES Program
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Phone: [phone]
Fax: [phone]
You may also contact your local Regional Office at:
Asheville: [phone]
Mooresville: [phone]
Winston-Salem: [phone]
Raleigh: [phone]
Fayetteville: [phone]
Washington: [phone]
Wilmington: [phone]
The NPDES Permitting Program can be found online at
http://portal.ncdenr.ora/web/wq/swp/ps/npdes. Another
source of information is the DENR Customer Service
Center. They may be reached at 1-877-NC ENR 4 U (1-
877-623-6748). An additional source of information is
the North Carolina Division of Pollution Prevention and
Environmental Assistance. They have information on
how to minimize pollutants at various types of industries.
They may be reached at [phone].