NCG551623_Regional Office Historical File Pre 2018

Water- Resources
ENVIRONMENTAL QUALITY
September 8, 2017
Shawn and Stephanie Harrell
6177 Waters Edge Drive
Midland, NC 28107
ROY COOPER
Governor
MICHAEL S. REGAN
Secrew).'v
S. JAY ZIMMERMAN
Director
RECEIVED/NCDENRMWit �
SEP 13 2017
OS
MOORESVILL E REGIONAL OFFICE
Subject: General Permit NCG550000
Certificate of Coverage. NCG551623
6177 Waters Edge Drive
Cabarrus County
Dear Permittee:
The Division received your request to renew and transfer ownership of Certificate of Coverage (CoC)
NCG551623. We do not object to your request. This CoC 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 for as subsequently amended].
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.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Mooresville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staTwill assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain any other State, Federal, or Local
governmental permit that may be required. If you have'any questions concerning the requirements of the
General Permit, please contact Charles Weaver of the NPDES staff [919 807-6391 or
charles.we aver@ncdenr. gov] .
cc: M ore'sville Regional>OO ffice
NPDES file
cerely,
for S. Jay Zimmerman,
Director, Division of Water Resources
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https:lldeq.nc.govlabout(divisionslwater-resources/water-resources-permitslwastewater-branchlnpdes-wastewater-pem its

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG551623
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100%DOMESTIC 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,
Shawn and Stephanie Harrell
is hereby authorized to discharge <1000 gallons per day of domestic wastewater from -a
facility located at
6177 Waters Edge Drive
Midland
Cabarrus County
to receiving waters designated as Little Meadow Creek, a class. C stream in subbasin 03-07-12 of
the Yadkin -Pee Dee River Basin in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, IT, and III hereof.
This certificate of coverage takes effect September 8, 2017.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day September 8, 2017
for Jay Zimmerman, P.G. "
Director, Division of Water Resources
By Authority of the Environmental Management Commission

Little Meadow Creek ; �(
(flows southwest)
Outfall
(flows southwest)
� Rocky River �J
(flows south)
oho
01
Waters Edge Dr
r
Reed Mine Rd
Va�e-r a n k f* J
^��,T
NCG551623
6177 Waters Edge Drive Facility-=Y
Location '
.-
USGSQuad: Locust, NC Stream Segment: 13-17-14
Drainage Basin: Yadkin Pee -Dee Sub -Basin: 03-07-12
Latitude: 35' 15' 49" Longitude: 80' 28' 23" Ca ba rrus County
Stream Class: C HUC: 03040105 q�^ _,`�
Receiving Stream: LIT Little Meadow Creek ✓N[f&& Map not to scale

PAT MCCRORY
� Ja
Environmental
Quality
April 12, 2016
Mr. Greg Parker, Owner
6300 Verndale Road
Charlotte, NC 28212
Governor
F ONAL-D R. VAN DER VAART
r
Secretory
S. JAY ZIMMERMAN
Subj ect: Compliance Evaluation Inspection
6177 Waters Edge Drive, Midland
Certificate of Coverage No. NCG551623
Cabarrus County
Dear Mr. Parker:
Enclosed is a copy of the Compliance Evaluation Inspection for the inspection conducted
at the subject facility on April 8, 2016 by Mr. Ori Tuvia.
Please be advised that when the property is sold, a change of ownership form will need to
be completed and submitted for the subject permit.
The attached report should be self-explanatory; however, should you have any questions,
please do not hesitate to contact Mr. Tuvia at [phone], or via email at ori.tuvia@,ncdenr.gov.
Cc: NPDES (Unit)
a-MRQ-Fi1es...*
Sincerely,
On Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
Director
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] \ Fax: [phone] \ Customer Service:1-877.623-6748
Internet: www.ncwaterquality.org

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No: 2040-0057 .
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (Le,, PCS)
Transaction Code NPDES yr/mo/day Inspection Type,
Inspector Fac Type
1 IN I 2 15 I 3 I NCG551623 I11 12 16/04/08 17 18 ICI
19 I g I 20I
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 QA
Reserved
6710.0
70 I 71 I ti I 72 I N I 73 I I II 74 751
L_I I I I I I I 180
)Data LJ I I
Section B: Facility
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)
02:40PM 16/04/08
14/09/05
6177 Waters Edge Drive
6177 Waters Edge Dr
Exit Time/Date
Permit Expiration Date
Midland NC 28107
02:45PM 16/04/08
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
Gregg Parker,6177 Waters Edge Dr Midland NC 28107///
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit . Operations & Maintenance Facility Site Review
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
06 A Tuvia MRO WQ/f704-663-1699/
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 1
31 NCG551623 I11 12 16/04/08 17 18 1,1.
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page# 2

Permit: NCG551623 Owner - Facility: 6177 Waters Edge Drive
Inspection Date: 04/08/2016 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: Subject permit expires on 7/31/2018.
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: The property was for sale. Nothinq was built on it.
Yes No NA NE
❑ ❑ ■ ❑
❑ ❑ M ❑
❑ ❑ ❑
Yes No NA NE
❑ ❑ ■ ❑
El El ■❑
Page# 3

,.
A&*4*
)A 1q90
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Greg Parker, Owner
6300 Verndale Road
Charlotte, North Carolina 28212-2122
Dear Mr. Parker:
September 5, 2014
John E. Skvarla, III
Secretary
SEP .1. 2 2014
Subject: Certificate of Coverage (COC) NCG551623
Authorization to Construct (ATC)
Under General Permit NCG550000 for
Single -Family Residence WWTP
6177 Waters Edge Drive, Midland
Cabarrus County
General Permit Coverage. In accordance with your application for discharge, the Division of
Water Resources (DWR) herewith forwards the subject Authorization to Construct (ATC) and Certificate of
Coverage (COC) to discharge under the subject NPDES General Permit. This permit is issued pursuant to the
requirements of North Carolina General Statue 143-215 .1, the Memorandum of Agreement between North
Carolina and the US Environmental Protection agency dated October 15, 2007 (or as subsequently amended).
Your permit package includes:
11 Certificate of Coverage / Authorization to Construct / Operation & Maintenance Instructions
13 A copy of Wastewater Discharge General Permit NCG550000
A copy of the approved plans and specifications (signed July 7, 2014).
0 Engineer's Certification form (to be returned to DWR upon project completion).
DWR understands that the subject site has been judged "unsuitable" for a ground -absorption sewer system by
the Cabarrus Health Alliance Environmental Health Division. (letter dated November 11, 2013). Therefore, your
authorized consultant, Lash Engineering, Inc. of Matthews, NC, intends to replace the existing failed septic
system with a treatment system designed to discharge to Surface Waters of the State. Lash Engineering, Inc. has
also determined that connection to the nearest city sewer service is approximately 1 mile(s) away, and estimates
the cost to connect at $211,200. The Division therefore concurs with the consultant that this is not a viable
discharge option based on cost.
Compliance under General Permit NCG550000 restricts discharge flow, not to exceed 1,000 gallons per day.
This COC covers treatment facilities currently designed for a 4-bedroom single-family residence estimated to
discharge 480 gpd (120 gallons per bedroom).
Please note that you must provide regular treatment -system operation, maintenance and inspections in accord
with manufacturer's recommendations and this ATC; all records, analyses, and logs to be kept onsite available
for DWR inspection [NCG550000, Section A. (2.)].
Operation and Maintenance. The Pennittee is responsible to maintain all components in the approved
treatment system designed to meet Surface Water -Quality Standards. Compliance includes following the
manufacturer's guidelines, conducting and documenting inspections, establishing sources for OEM spare parts
and supplies, taking samples for analyses, making necessary repairs, and documenting said maintenance for the
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

Compliance with the above shall include a leakage test performed on reused tanks and proposed new tanks, or
leak -certified (new) by the manufacture not to exceed an exfrltration rate of twenty (20) gallons per twenty-four
(24) hours per 1,000 gallons of tank capacity. The Engineer's Certification shall serve as proof of compliance
with this condition. Mail the completed Engineer's Certification to:
DENR / DWR/ NPDES Program
1617 Mail Service Center
Raleigh, NC 27699-1617
❖ The Pennittee shall, for the life of the treatment facility, maintain on site a copy of the approved
plans and specifications available for DWR inspection.
Upon completing construction and prior to operating this permitted facility, a North Carolina -registered
engineer shall sign and submit to DWR the attached Engineer's Certification form, thereby certifying that the
permitted facility has been installed in accordance with the NPDES Pen -nit, this Certificate of Coverage, this
Authorization to Construct, and the approved plans and specifications.
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 COC is not transferable except after notice to the Division of Water Resources. The Division may require
modification or revocation and reissuance of the COC. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Resources or permits required by the
Division of Energy, Mineral and Land Resources, Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage or
Authorization to Construct (ATC) permit, please email Derek Denard [[e-mail]] or call his
direct line [919-807-6307].
eder, Director
Division of Water Resources
Attachments: COC; Engineer's Certification form,(return signed to DWR)
he: Mooresvrlle�RegionalrOftce,.Michael Parker,�Supervrsaa
NPDES General Permit Files a 1
Cabarrus County DEH
ec: Greg Parker [[e-mail]]
Michael Lash, P.E.. [[e-mail]]
Page 3 of 5

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG551623
Under GENERAL PERMIT NCG550000
TO DISCHARGE 100%-DOMESTIC AND SIMILAR WASTEWATERS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Greg Parker - Owner
is hereby authorized to operate a wastewater treatment facility consisting of septic tank, Septitech Unit
M40OD-UV FRALO, UV disinfection, effluent discharge pipe with outfall rip -rap erosion protection
discharging treated domestic wastewater from a facility located at the
Single -Family Residence
6177 Waters Edge Drive, Midland 28107
Cabarrus County
to receiving waters designated as an Little Meadow Creek [stream segment 13-17-14], a waterbody
currently Classified C within Subbasin 03-07-12 of the Yadkin -Pee Dee 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 September 5, 2014.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 5, 2014.
G
r-visi
as A. Reeder, Director
on of Water Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Little Meadow Creek
(flows southwest) } ��
7e 71 '(\
Outfall
(flows southwest)'-
'
' Rocky River
f (flows south)
24
M3
Greg Parker
Single -Family Residence
6177 Water Edge Drive, Midland 28107
State Grid/USGS Quad: F17SW / Locust, NC Stream Seement: 13-17-14
Drainage Basin: Yadkin River Basin Sub -Basin: 03-07-12
Latitude: 35 ° 15' 49" Longitude: 80° 28' 23"
Stream Class: C HUC: 03040105
Receiving Stream: Little Meadow Creek
A
Waters Edge Dr
Reed Mine Rd
Facility
Location..
Scale 1: 24,000
General Permit COC NCG551623
North Cabarrus County

O ri...lU_oho_
1 0EPDn TANK 9P.e TANK SSnC TANK
a0 GALLONS SIDE NEW FND NEW
PLW NEW
SEPTIC TANK 1
1,000 GALLONS
SECTION VIEW
PROPOSED SEPTITECH UNIT
M40OD-UV PRECAST TANK
PROPOSED LOW ad. SEPTIC TANK
I-=1 i—=i
SepHtvch C.ndel Pan.l
�mdu�s her+e.uvrn9.w mw.m..�e
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CONCRETE BLOCK ae ti
APPROVE®
North Caroline Department of Envirnnmantni And
Survey Netax
N2tural Resource
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2
K SEPTIC & PUMP TANK SIZING CALCULATIONS
7awwu mr�6nd sy�r•nnArtweur
• ^..awr•WQ REQUIRED FLOW CALCULATIONS:
Proposed Septic Tank xEAOEYsseucuunoHs:
a"' P9 m-na+ Deily Flow = ." gpd 4 Oedrawn HWse
(480 gpd • 1.17 Sa(aty Factor)= 561.6 gpd 0 4x120 gpd - 460 gpd
nls0unoe �a�r+••• Ibr cgn� use IOOD gal septic tank TOTAL FLOW FOR SYSTEM = 480 gpd.
_ Pump in Septitedl Unit N11 be used to'Pump
emeart to creek
xSN.•u°°m ~ Emperor Aquatics UV Llght
oe4laterda ev. a�.A Nn waA w s.lvr
W4 v.yr.lpmrxc Y� Immam.
I -In rumrnACK���,y��2� HOUSING FOR UV LIGHT
TapSYdaftl{IYYtWNNr Sold ball hmbnr 7151 NSTbralktld
SCHEMATIC LAYOUT PLAN (NTs) amDxxER -�� s M L,E�sr
.nk�W Ground T\ \ top o la
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.ABRt11Oi Sri,d.
1 pND6 IRDAO L1.R 91YAD DRAY 51YdI1A1FR A.AT EROY
M TAN¢
N. ALL PIPE TO BE SCN.AO PYG (0.UED .pINiS)
5. ALL PIPE 10 HAVE WATERDgIT CONNECTIONS
D. SECTON OF PFE FROM CREEK TO W
UW MST BE CWQA OF %WITANODIG
00 PW FR-
T. OUTFM1 LOCATION IS TO BE FUDUD LOCATED
TO AN010 ROCK, TREES ETC. QIOOSE LOCATION
FOR BAST INSTALLADON, kWNiEN M MID
ACCESS
SETBACK REQUIREMENTS
DESAIMM REQUIRED
PROVIDED
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2. ErJeW9 Reek h Dllh: 5 R.
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, 266 imm Water Edge Dr Sid. DIICh
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v

APPROVED
North Carolina Department of Environmental And
Natural Resources
Division of Water Resources
Date 7 ilk Z 20
Permit # 41C & S S / , 2.3 _
r£(z ... I viarmvmnp-rbrrosanE
'0�` bed Li "Jr �`,•`. rfJL..rn �' V A �% •+
i 1S
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jWatcFhe Limits
A
KL
LASH
., w'� °',�,� ..`,� .�®` ♦ /, ENGINEERING
b �►° MntM1ex..NG Pblofi �
�} ti 1
4.,��♦� r �,;
t�� � t t / � 1, �ti � rf a'� I d 't�'�; �x, .• '', Sdi6
i N'r rs :x' c�>>"l7f , "• •� p `: d t„f' '°", .12:'':..S j r �. i f k ,� , Vv ''^....; . - MMalHAE. ^
,• ,�' �, y dtt�`�_ � ``• .„.✓ 1 �, � � � a � ^' J � _ 1,,., /, t. �{ ' JF ^` MILHAEL LASH R.E. ..�
:% r ,rr'r(" �l �---'..tzfp ra,�� ,✓�f (}X,..
"` 1.� t,/ C�5 ( a,,.,.✓ .,,� `+�'�.. ,` `w. { � 1. { t A ;a s�� Gregg & Janet Parker
avao ve
�..,��_ A ? a1r sfy, medaeaaad
t ..� r. .. a onoxa.t+c zaeLz
11
' I! / "� / �`.�oJ x 1.1 / '•`�J o �!' X ! � ;`l �. .`.* rr °
a s " 1� rnL 4 I 1�jj ✓r E. Watershed a semPzs.v3sL
Area = 3,120 cc. *
a' r ( '""('� S'{ ' ! *✓�'}' Wastewater Fadllty for:
atn Water Edge Ddm
mlt§ Rd id.Nczalm
/ ..._
Ar'
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GENERAL PERMITS -NEW i
I
NCG 50�.15-1� 5 _ I
CHECK LIST FOLDER_INSEIZ
Facili e,�e a C `'
Permit No.�
i
9s
Folder Left Side [stapled]: Division of Water Resources .
jP is Check List
BIMS Tracking Slip
NPDES Permit Writer: DEREK DENARD "
Folder Right Side: (in chronological order - newest to oldest)
4
®�
fTd Cover Letter (add new policy text)
f COC/ATC Permit (order: cover; ATC facility description, Map)
Yacility Map (E-Map: include facility Outfall and location references)
frM- rmit Writer's Notes (chronology, strategy, APP Review)
V�egion Report /Email (description of proposed treatment:system) I
Permit Application _ (New Permit; fee $100460.plans and specs from Engineer)
❑ . Acknowledgement Letter (NPDES Unit written response to Application) ���` ( ? 7el
❑ Permittee Responses (AD -INFO request, if any) -7 I
Note: Italics indicate "not always required or applicable."
✓7/l
Updated BIMS Events [Drafting Initiated] Date : Created Outfall in BIMS. Date71
Z�
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to S . y (WS) Review: Yes N/A // by Date
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Peer Review completed byr ✓ e
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PROJECT:
Gregg Parker
Residence at:
6177 Waters edge Drive
Midland, NC 28107
DESCRIPTION:
Direct Discharge Wastewater
Treatment System for up to
4 Bedroom House
Re -Submittal: 6-28-14
Gregg Parker RESIDENCE
NCG551623
RECEIVED/DENRMR
JUN 3 0 2014
Wate1 :.4uality
Permitting Sedon
LASH
ENGINEERING
Consulting Civil Enginear/Planner
1104 Cindy Carr Drive
Matthews, N.C. 28105
Phone. [phone]
email: m1ke10Issheng1nearing com

Lash Engineering, Inc.
Civil/Consulting/ Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mike] a,LashEn ing eerieg corn
Lash Engineering, Inc.
Re -Submittal
Gregg Parker; Wastewater System
Direct Discharge, NC.DWQ Application Submittal
Table of Contents
1. Cover Sheet
2. Table of Contents
3. Summary of Review Comments & Responses
4. Summary of Public Sewer Construction Cost
5. Map of Available Sewer from Stanly County
6. Map of Available Sewer from Town of Concord
Also: 3 Sets of Plans with "CD" of Final Plans.

L
Lash Engineering, Inc.
June 20, 2014
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
[e-mail]
Additional Information Check List & Responses
The following revisions were made to the plans. We have included 3 sets of plans, the original and 2
copies of the requested information and a "CD" with an electronic copy of the final plans. We have
included a response (in red) to the questions asked in the last email from our last review.
Please provide the approximate distance in mileage or feet and cost for construction in dollars to the
nearest municipal sewer collection system to demonstrate for our record that this alternative is cost
prohibitive. The nearest municipality in this location may be contacted for an estimate of the cost per
foot for sewer construction. Two municipalities were explored; a Summary of the two with costs and
Vicinity Maps showing their locations are included.
• On the site plans please indicate if the Septic tank and Sepitech treatment units are at the minimum
setback of 15 feet from the building foundation/basement. Tanks were adjusted to 15' and a
dimension and note were added.
• The site plans on page 1 of 3 has a diagram in upper left corner of the septic tank and is labeled as
1,250 gallons; however the septic tank was labeled and indicated elsewhere (right below in bigger
print) as a 1,000 gallon septic tank. Please make the necessary corrections. These were corrected.
• The treatment units should be located 100 feet or greater from adjacent residence. Would it be
possible to relocate treatment units to meet this requirement. Entire Wastewater system was moved
to the other side of the house which is on the opposite side from the driveway and the 100' setback is
shown and labeled.
• Please send me an electronic copy of the final plans so I can print and attach a 8.5 x 11 inch copy to
the COC. An electronic copy of the final plans is included on a "CD" with this submittal.
If I can be of any further assistance, please do not hesitate to call.
Sincerely,
Michael Lash, PE.

Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewatei /Plann ing
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
[e-mail]
Parker Property Sewer Availability
This site is in the middle of several different jurisdictions, the Midland District, Concord district
(which has infrastructure in the Midland area), the WSAAC District, and the Stanly County District.
In the beginning for this project, we discussed the site with each of these utilities. It is very difficult
to get information from them when they can't serve the site. Stanly County has the closest sewer
which we submitted initially with an email response. But, this site is actually in the Concord
jurisdiction which is a little further away so we have included a cost analysis for each jurisdiction.
Concord Jurisdiction
A map is included to show the lot and where the closest sewer main is located. The distance is
approximately l .l miles or 5,808 ft. _> 5,808 ft a $40/ft = $232,000
Stanly County Utilities Jurisdiction
Per GIS by Stanly County, the closest sewer main is located on State Hwy.24/27 near the County line
(a printout is included -the sewer is shown with the green line). The distance is approximately 1 mile
or 5,280 ft. _> 5,280 ft cr $40/ft = $211,200
Conclusion:
There are no current plans for extending the sanitary sewer closer to the site. The distance and
associated costs for these improvements are cost prohibitive for a single home owner. R/W access
may not even be available from the DOT.
If I can be of any further service, please do not hesitate to call.
Sincerely,
Michael Lash, PE.

ConnectGlS Feature Report
http://stanly.connectgis.com/DownloadFile.aslix?i=—acys mapb37ee6e..
1 of 1 AiIn»nin in•cn Ann

N
W E
c
NOIt 'r 11 CA1lOLINA _
Legend
COC.Abandoned WaterLines
COC.Planning Area
<all other values>
CITY
Concord
Harrisburg
Kannapolis
Midland
Mt. Pleasant
COC.wSystemValve
® <all other values>
ValveType
O Ball
0 Butterfly
O Cone
Gate
Hydrant Valve
® Plug
® UnknownSysValveType
0 Manhole
WOE Sewer Line
N%=/' Pressurized Sewer Main
�Water Line
WSACC Manhole
WSACC
MCOC.SLiftStation
Streams
CO C. Paved Streets
Parcels
Structure
Street Centerline
1 inch = 1,250 feet

Denard, Derek
From: Michael Lash, PE. <[e-mail]>
Sent: Wednesday, August 13, 2014 10:26 AM
To: Denard, Derek
Subject: Response from USGS concerning... Re: Greg Parker Residence 7Q10 Flow request
I'm not sure you received this. Its the 7Q10 report from USGS that Regional had requested. We have a 5.24
square mile watershed for a residential house.
I know I sent it to you back around the 30th but haven't heard a response and my computer shows no record of it
being sent. So, I'm sending it again.
Mr. Parker is extremely anxious to get started, if there is anything I can do to help, please let me know.
Thanks,
Mike
-------- Original Message--------
Subject:Response from USGS concerning... Re: Greg Parker Residence 7Q10 Flow request
Date:Thu, 24 Jul 2014 10:36:34 -0400
From:Weaver, John <icweaver@us sg gov>
To:Michael Lash, PE. <mikel@lashen ing eerin .cg_ om>
CC:John Weaver <jcweaver@us sg gov>
Mr. Lash,
In response to your inquiry about the low -flow characteristics QQ10) for a location on Little Meadow Creek in vicinity of
Midland in southern Cabarrus County, the following information is provided:
A check of the low-flowfiles here at the USGS North Carolina Water Science Center does.not indicate a previous low -flow
determination for the specific point of interest as identified by the lat/long coordinates (35 15 46.94 H 80 28 24.62)
provided via your email dated July 18, 2014. No USGS discharge records are likewise known to exist for the point of
interest.
In the absence of site -specific discharge records sufficient for a low -flow analysis, estimates of low -flow characteristics at
ungaged locations are determined by assessing a range in the low -flow yields (expressed as flow per square mile
drainage area, of cfsm) at nearby sites where such estimates have previously been, determined.
A drainage -area delineation completed using the online NC StreamStats application
(http://water.uscis.gov/osw/streamstats/north carolina.html) indicates the drainage area for the point of interest on Little,
Meadow Creek is 5.24 sgmi.
The most recent low -flow information published for streams in southern Cabarrus County is in a
basinwide low -flow report completed in 2003..It is USGS Water -Resources Investigations Report 03-
414T "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 httr):Hr)ubs.usas.aov/wri/wri034147/. 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 frorri its headwaters in Mecklenburg County to its mouth.

Based on 10 nearby selected USGS partial -record and continuous -record sites in general vicinity of the Little Meadow
Creek basin where low -flow characteristics were published in the above -referenced low -flow report, the
annual 7Q10 yields range from 0 to about 0.05 cfsm (average approximately 0.025 cfsm, median approximately 0.016
cfsm). However, because four of the 10 low -flow yields for the 7Q10 discharge are zero cfsm, the most appropriate and
reasonable yield used for this point of interest may be the median value for the range (0.016 cfsm).
Inspection of the 1985 geologic map for North Carolina
(httr)://www.geoloqV.enr.state.nc.us/mar)s/GeologicMaps/500k 1985 Geo Map hfml) depicts a wide
variation in the underlying geologic units across southern Cabarrus and Stanley Counties. This variation results in some
uncertainty associated with which low -flow yields are most appropriate for your point of interest.
Applying the above annual 7Q10 yield range to the drainage area for your point of interest results in
annual 7010 discharge estimated in the range of zero to about 0.25 cfs (average 0.13 cfs, median 0.08 cfs). However,
consideration of the four nearby sites with zero -flow yields, the most appropriate and reasonable 7010 flow estimate may
be in the range of 0.05 to 0.1 cfs. Please note that estimated flows are provided in units of cubic feet per second (cfs).
Please understand this information is based on a preliminary assessment. Further analyses would be needed to confirm
the initial assessments, and a fee of $250 per site is required for completion of a more in-depth assessment and formal
determination of estimates (7Q10, 30Q2, winter 7010, 7Q2, and average flow). If you want us to complete a more in-
depth assessment, please provide a contact name and address for billing purposes and we'll proceed from there. The
assessment would be completed within four to six weeks, and the response would be made via email with an invoice
mailed separately via regular mail following the provision of estimates.
Hope this information is helpful.
Thank you.
Curtis Weaver
=k=k=E=-1,:-Y,. c%k=F>,�%k=k%k=k=k=k%k%k=k�%k���==k=k=k=k=k.kX, �%fix;F=k=k=k=k%k-k%k%k*=k=k�=k=k%k�=k-k�•J,:%k=k:;<-x, �:�
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://nc.water.usgs.gov/
On Fri, Jul 18, 2014 at 11:40 AM, Michael Lash, PE. <mikel@lashen ineering com> wrote:
Here are the items for the 7Q10 preliminary study that we discussed this morning.
The long & lat from Google Earth is:
35 ° 15'46.94"N
80028'24.62"W
You mentioned being able to send me some information that would help with future DWQ projects, I would be
very interested in any information that you could share. If I can satisfy DWQ with this information, then I
could save my clients the $250 fee and some time - all of which would be great.

r Please let me know if you need additional information.
Thanks for the help,
Mike
I¢chamt Lash, ESE.
704-847-3031
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2014.0.4716 / Virus Database: 3986/7910 - Release Date: 07/24/14

Denard, Derek
From: Michael Lash, PE. <[e-mail]>
Sent: Wednesday, August 13, 2014 11:59 AM
To: Denard, Derek
Subject: Re: Response from USGS concerning... Re: Greg Parker Residence 7Q10 Flow request
Follow Up Flag: FollowUp
Flag Status: Flagged
Thank you.
Let me know if I can help.
On 8/ 13/2014 11:21 AM, Denard, Derek wrote:
Mike
I will get it on my supervisor's desk this week.
Derek
Sent from. my Verizon Wireless 4G LTE Smartphone
----- Reply message -----
From: "Michael Lash, PE." <[e-mail]>
To: "Denard, Derek" <[e-mail]>
Subject: Response from USGS concerning... Re: Greg Parker Residence 7Q10 Flow request
Date: Wed, Aug 13, 2014 10:26 AM
I'm not sure you received this. Its the 7Q10 report from USGS that Regional had requested. We
have a 5.24 square mile watershed for a residential house.
I know I sent it to you back around the 30th but haven't heard a response and my computer
shows no record of it being sent. So, I'm sending it again.
Mr. Parker is extremely anxious to get started, if there is anything I can do to help, please let me
know.
Thanks,
Mike
Original Message -
Subject:Response from USGS concerning... Re: Greg Parker Residence 7Q10 Flow request
Date:Thu, 24 Jul 2014 10:36:34 -0400
Frorn:Weaver, John <jcweaver@us s.gov>
To:Michael Lash, PE. <mikel@lashen ineerin .cg om>
C.C:John Weaver <jcweaver@usgs ov>

Mr. Lash,
In response to your inquiry about the low -flow characteristics (7Q10) for a location on Little Meadow
Creek in vicinity of Midland in southern Cabarrus 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 low -flow determination for the specific point of interest as identified by the lat/long coordinates
(35 15 46.94 H 80 28 24.62) provided via your email dated July 18, 2014. No USGS discharge records
are likewise known to exist for the point of interest.
In the absence of site -specific discharge records sufficient for a low -flow analysis, estimates of low -flow
characteristics at ungaged locations are determined by assessing a range in the low -flow yields
(expressed as flow per square mile drainage area, of cfsm) at nearby sites where such estimates have
previously been determined.
A drainage -area delineation completed using the online NC StreamStats application
(http://water.usgs.ciov/osw/streamstats/north carolina.html) indicates the drainage area for the point of
interest on Little Meadow Creek is 5.24 sgmi.
The most recent low -flow information published for streams in southern Cabarrus
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://r)ubs.usgs.gov/wri/wri034147/. 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
(7010, 30Q2, winter 7Q10, and 7Q2) for the Rocky River from its headwaters in
Mecklenburg County to its mouth.
Based on 10 nearby selected USGS partial -record and continuous -record sites in general vicinity of the
Little Meadow Creek basin where low -flow characteristics were published in the above -referenced low -
flow report, the annual 7Q10 yields range from O to about 0.05 cfsm (average approximately 0.025 cfsm,
median approximately 0.016 cfsm). However, because four of the 10 low -flow yields for the 7Q10
discharge are zero cfsm, the most appropriate and reasonable yield used for this point of interest may be
the median value for the range (0.016 cfsm).
Inspection of the 1985 geologic map for North Carolina
(http://www.geology.ehr.state.nc.us/maps/GeologicMaps/500k 1985 Geo Map html)
depicts a wide variation in the underlying geologic units across southern Cabarrus and Stanley
Counties. This variation results in some uncertainty associated with which low -flow yields are most
appropriate for your point of interest.
Applying the above annual 7010 yield range to the drainage area for your point of interest results in
annual 7Q10 discharge estimated in the range of zero to about 0.25 cfs (average 0.13 cfs, median 0.08
cfs). However, consideration of the four nearby sites with zero -flow yields, the most appropriate and
reasonable 7010 flow estimate may be in the range of 0.05 to 0.1 cfs. Please note that estimated flows
are provided in units of cubic feet per second (cfs).
Please understand this information is based on a preliminary assessment. Further analyses would be
needed to confirm the initial assessments, and a fee of $250 per site is required for completion of a more
in-depth assessment and formal determination of estimates (7Q10, 30Q2, winter 7Q10, 7Q2, and -
average flow). If you. want us to complete a more in-depth assessment, please provide a contact name
and address for billing purposes and we'll proceed from there. The assessment would be completed

within four to six weeks, and the response would be made via email with an invoice mailed separately via
regular mail following the provision of estimates.
Hope this information is helpful.
Thank you.
Curtis Weaver
xxx:k-k=k>k>k��*��=I=�1=-k-f=>I=-k-k-k��x�-;,:>,:k=k�=>f=��=�=*��=k�->1=�=k*�*�=�=:K:;:�xx: •x, �i=��>k�=k=k
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://ne.water.us s.gov/
On Fri, Jul 18, 2014 at 11:40 AM, Michael Lash, PE. <mikel@lashen ing eerie .com> wrote:
Here are the items for the 7Q10 preliminary study that we discussed this morning.
The long & lat from Google Earth is:
35 ° 15'46.94"N
80028'24.62"W
You mentioned being able to send me some information that would help with fixture DWQ
projects, I would be very interested in any information that you could share. If I can satisfy
DWQ with this information, then I could save my clients the $250 fee and some time - all of
which would be great.
Please let me know if you need additional information.
Thanks for the help,
Mike
Laeh Enolmccr[no, Inc.
P� € Michaat Lash, PE.
i a 704-847-303, t
No virus found in this message.
Checked by AVG - www.avg.com
Version: 2014.0.4716 / Virus Database: 3986/7910 - Release Date: 07/24/14
10 .

49 Lower Rocky
Hw`1 # ky N a /River Rd. S i to
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ay p� �
Lower Rocky 4c' as
River Rd.
\� Rd. Hwy.24/27
8�. yoc
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3�
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1
MCINITY MAP - NOT TO SCALE
/ 8 /
\\ ® f LLot#12
i \
\\ Lot#13 \
14
\J Lot#19
�A b
Scale: 1 "=100'
PROJECT:
Gregg & Janet Parker
Residence at:
6177 Waters Edge Drive
Cabarrus Countv - Locust, NC,
DESCRIPTION:
Direct Discharge Wastewater
Treatment System for up to
4 Bedroom House
Submittal: 2-18-14
WRIMOWE
F—FEB 2 5 2014
LASH
ENGINEERING
coneumng CM Englneermlmnrkr
1104 Cindy Carr Drive
Manhow. M.C. W10.5
Man& 704/847-W51
&W- mlkd*laehenglneming.com

v
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel@LashEn ink eerie com
Lash Engineering, Inc.
Gregg Parker; Wastewater System
Direct Discharge, NC.DWQ Application Submittal
Table of Contents
1. Cover Sheet
2. Table of Contents
3. Parker - Authorization Letter
4. Parker - Request Letter
5. Health Department —Turndown Letter
6. Health Department Soils'Report
7. Thompson Environmental Soils Letter
8. Engineer's Project Summary
9. NC.DWQ — Permit Application General Permit
10. Copy of Check for Permit ($60.00)
11. Site Parameters Letter
12. UV Light Letter
13. UV Light Specification (Cutsheet)
14. UV Light Headloss Calculation
15. Gould Pump (Cutsheet)
16. Town of Locust, Available Sewer— email
17. Watershed Classification (email from State)
18. Lash Engineering as Authorized Designer (Septitech)
19. Septic Tank Cut -Sheet
20. Plat of Subdivision
21. Parker USGS Topo Map
Also: 3 Sets of Plans and original check are included in this submittal.

Lash Engineering, Inc.
Civil/Consu lting/NVastewaterJPlanning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikelnLashEneineerin!_,.com
Lash Engineering, Inc.
February 17, 2014
Joe Corporon
NPDES Permitting Program
Division of Water Quality
Raleieh. NC. 27699-1617
Re: Parker Property, Gabarms County
Letter of Author't??tion
1 have engaged ]Michael Lash, PE. With Lash Engineering, Inc. to assist me in preparing and
filing a National Pollution Discharge Elimination System application for 9-te above captioned
single fancily lot.
This letter will serve to certify that I have designated hires as my authorized representative for this
application.
Thank you for your assistance,
Gregg Parker

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
[e-mail]
Lash Engineering, Inc.
February 17, 2014
Joe Corporon
NPDES Permitting Program
Division of Water Quality
Raleigh, NC. 27699-1617
Re: Parker Property Request for General Permit
This property is located just to the east of Locust, NC off of Reed Mine Road in Cabanas
County. The existing subdivision cannot acquire public sewer. The land on all sides (except
creek) are existing homes. The soil has been "turned down" by the Health Department and
substantiated by a Soil Scientist. The Owner is requesting a General Permit (NCG550000) and
"Authorization to Construct" for a direct discharge system. The Watershed classification for
Little Meadow Creek is Class "C".
If I can be of any further service, please do not hesitate to call.
Since6?��7
re ,
Michael Las .

Date 11/21/2013
Re: Application for Improvement Pen -nit for lot # 13 un Waters Edge Subdivision.
Cabarrus Health Alliance Environmental Health Department file No. 13-214.
Dear Ms. Janet Kay Parker,
The Cabanas Health Alliance Environmental Health Division on 11/21/2013 evaluated the
above -referenced property at the site designated on the plat/site plan that accompanied your
improvement permit application. According to your application the site is to serve a three
bedroom residence with a design wastewater flow of 360 gallons per day. The evaluation was
done in accordance with the laws and rules governing wastewater systems in North Carolina
General Statute 130A-333 including related statutes and Title 15A, Subchapter 18A, of the North
Carolina Administrative Code, Rule. 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina
Administrative Code, Rules .1940 through .1948, the evaluation indicated that the site is
UNSUITABLE for a ground absorption sewage system. Therefore, your request for an
improvement permit is DENIED. A copy of the site evaluation is enclosed. The site is
unsuitable based on the following:
x Unsuitable soil topography and/or landscape position (Rule .1940)
x_ Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
x_ Unsuitable soil wetness condition (Rule .1942)
x Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
x Insufficient space for septic system and repair area (Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule .1946)
The site evaluation included consideration of possible site modifications, and modified,
innovative or alternative systems. However, the Health Department has determined that none of
the above options will overcome the severe conditions on this site. A possible option might be a
system designed to dispose of sewage to another area of suitable soil or off -site to additional
property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no

improvement permit shall be issued for this site in accordance with Rule .1948(c).
However, the site classified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d).
A copy of this rule is enclosed. You may hire a consultant to assist you if you wish to try to
develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal
review by the soil scientist or environmental health supervisor at the local health department.
You may also request an informal review by the N.C. Department of Environment and Natural
Resources regional soil specialist. A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you
must file a petition for a contested case hearing with the Office of Administrative Hearings, 6714
Mail Center, Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the
Office of Administrative Iearings or call the office at [phone] or from the OAH web site
at http://www.ncoah.com/forms.shtml. The petition for a contested case hearing inust be fled in
accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all
other applicable provisions of Chapter 15013. N.C. General Statute 130A-335 (g) provides that
your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the
Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER
Meeting the 30 day deadline is critical to your right to a formal appeal. Beginning a formal
appeal within 30 days will not interfere with any informal review that you might request. Do not
wait for the outcome of any informal review if you wish to file a formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings,
you are required by law (N.C. General Statute 15013-23) to send a copy of your petition to the
North Carolina Department of Environment and Natural Resources. Send the copy to: Office of
General Counsel, N.C. Department of Environment and Natural Resources, 1601 Mail Service
Center, Raleigh, N.C. 27699-1601. Do NOT send the copy of the petition to your local health
department. Sending a copy of your petition to the local health department will NOT satisfy the
legal requirement in N.C. General Statute 150E-23 that you send a copy to the Office of General
Counsel, NCDENR. You may call or write the local health department if you need any additional
information or assistance.
Sincerely,
O&Z / -
Mark D. Thomps�E.H.S.
Signature of Authorized Agent - DENR
Encl.: (Enclose copy of site evaluation)
(Copy of Rule .1948)

61ViE40N OF HEALTH SERVICES 13 - e2
SITE/SOIL EVALUATION
FOR
SANITARY SEWAGE SYSTEM
OWNER: J a/! /GPHONE: DATE REQUESTED DATE EVALUATED:
ADDRESS: / PROPERTY IDENTIFICATION No:
COUNTY: G rJ �r e'er / PROPERTY SiZ�: �. u.S Wes_ _ PROPOSED FACILITY:
LOCATION OF SITE: //� t /3
WATER SUPPLY: ON-SITF WELL --c—oNIMUNIw PUBLIC EVALUATION BY: AUGER BORING PIT CUT 'r
FACTORS PROFILE PROFILE PROFILE PROFILE PROFILE
� c c 7 R 4 in
LANDSCAPE POSITION
L
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SLOPE:
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HORIZON I DEPTH
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Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
(/!•_S
ff. J
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ri
LONG-TERM
ACCEPTANCE RATE
T
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SITE CLASSIFICATION: SITE LONG-TERM ACCEPTANCE FATE:
EVALUATED 13Y: n1 . tam ✓G n OTHER (S) PRESENT: / 12G S •a
LANDSCAPE POSITION
. TgEUR
R - Ridge
s - sand'
S - Shoulderstcpe
is - loamy sand
L - Unearslope
A - sandy loam
FS -Foot Slope
i - loam
N -Nose slope
si - silt
N - Head slope
sil - silt loam
Cc - Concaveslope
slcl - slityclayloam
Cv - Convex slope
cl - ctayloam
T - Terrace
scl - sandyclayloam
FP - Flood Plain
sc - sandyciay
sic - -silty clay
c - clay
USE THE ABOVE STANDARD ABBREVIATIONS
VOTES:
iorizon Depth --In Niches
)epth of Fill " -in inches from land surface
testrictive Horizon -thickness and inches from land surface
aprolite --S (Suitable) or U (Unsuitable)
f I'Ql(Revised I
LEGEND
CONSISTENCE
STRUCCTTURE MINERALOGY
MOIST
WET
sg - single grain 1:1, 2:1, MIXED
vfr :very friable
Ns - Non -sticky
m -massive
fr - friable
Ss - Slightly sticky
cr - crumb
fi - firm
S - Sticky
gr - granular
Of - very firm
VS - Verysticky
sbk - subangularblocky
efi - extremelyfirm
abk - angularbfocky
Np - Non -plastic
pl - platy
Sp - Slightly plastic
pr - prismatic
P - Plastic
Vp . Very plastic
NOTES:
Sail Wetness --inches from land surface to free water or Inches from lard surface to
soil colors with chroma 2 or less -record Munsell color chip designation
Classification -S (Suitable), PS (Provisionally Suitable) or U (Unsuitable)
Long-Terin Acceptance Rate-gal/day/ft2

DIVISION OF HEALTH SERVICES
MOM
SITE/SOIL EVALUATION
FOR
SANITARY SEWAGE SYSTEM
OWNER: PHONE: DATE REQUESTED DATE EVALUATED:
ADDRESS: PROPERTY IDENTIFICATION NO:
COUNTY: PROPERTY SiZE: PROPOSED FACILITY. -
LOCATION OF SITE:
WATER SUPPLY: ON -SITE WELL COMMUNITY PUBLIC EVALUATION BY: AUGER BORING PIT CUT r
FACTORS PROFILE PROFILE PROFILE PROFILE PROFILE
1. /-, hi A ig 7 Q A 16
LANDSCAPE POSITION
L
L
L
SLOPE:
✓
J
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J
HORIZON 1 DEPTH
1 0-
Texture Group
• G%
S� Cj
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Consistence
t.•
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Mineralogy
HORIZON it DEPTH
5 - .7 0
Texture Group
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Consistence
i+
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: i ----
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-
-
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- —
_Mineralogy------.
HORIZON III DEPTH
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26 -
Texture Group
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Mineralogy
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HORIZON iV DEPTH
Texture Group
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Consistence
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Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
o2 5
CLASSIFICATION
I/j
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el
RjS'
LONG-TERM
ACCEPTANCE RATE
SITE CLASSIFICATION: SITE LONG-TERM ACCEPTANCE
EVALUATED BY: OTHER (S) PRESENT:
LANDSCAPE POSITION
. TEXTURE
R - Ridge
s - sand '
S - Shoulderslope
is - loamysand
L - Llnearslope
sl - sandy loam
FS-FootSiope
1 - loam
N -Nose slope
$f - sift
H - Head slope
sil - silt loam
Cc - Concave slope
sicl - silryclayloam
Cv - Convex slope
ci - clay loam
T - Terrace
scl - sandyclayloam
FP - Flood Plain
sc - sandy clay
Sic - siity clay
c - clay
USE THE ABOVE STANDARD ABBREVIATiONS
NOTES: -
Horizon Depth -in Inches
Depth of Fill -in inches from land surface
Restrictive Horizon -thickness and Inches from land surface
iaprolite -S (Suitable) or U (Unsuitable)
)HS 2601(Revised
LEGEND
CONSISTENCE
STRUCTURE MINERALOGY
MOIST
WET
sg - single grain 1:1, 2:1, MIXED
Or :very friable
Ns - Non -sticky
m -massive
fr - friable
Ss - Slightlysticky
cr - crumb
fi - firm
S - Sticky
gr - granular
vfi • veryfirm
VS - Very sticky '
sbk - subangularblocky
afi - extremalyfirm
abk - angularbiccky
rip - Non -plastic
pl - platy
Sp - Slightlyplastic
pr - prismatic
P - Plastic
Vp - Veryplastic
NOTES:
Soil Wetness -inches from land surface to free water or inches from land surface to
soil colors with chroma 2 or less -record Munsell color chip designation
Classification --S (Suitable), PS (Provisionally Suitable) or U (Unsuitable)
Long-Terht Acceptance Rate-gal/day/ft2

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THOMPSON ENVIRONMENTAL CONSULTING, INC.
WATER ♦ WASTEWATER ♦ 11KIETLANDS
PHASE I SOIL AND SITE EVALUATION
6177 Waters Edge Drive
Midland, North Carolina
Cabarrus County
PIN: 55650349100000
February 6, 2014
Prepared for:
Gregg Parker
6300 Vernedale Road
Charlotte, NC 28212
Prepared by:
Thompson Environmental Consulting, Inc.
Larry Thompson, REHS, PWS, LSS
PO Box 541
Midland, NC 28107-0541
Cell: 704-301-4881
Fax: [phone]
[e-mail]
PO BOX 541• MIDLAND, NC • 28107-0541
PHONE: [phone] • FAX: [phone]
E-MAIL: [e-mail]
WEB: WWW.THOMPSQNENV.COM
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6177 Waters Edge Drive — 2 — February 6, 2014
INTRODUCTION AND SITE DESCRIPTION
Thompson Environmental Consulting, Inc. (TEC) has performed a Phase I Soil and Site
Evaluation for septic tank suitability on approximately 1.85 acres of land located at 6177
Waters Edge Drive in Midland, North Carolina (PIN: 55650349100000). The property was
evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for
Sewage Treatment and Disposal Systems", Sections .1940 through .1944 (amended August
2007).
The property is currently undeveloped and has been previously cleared. Various stages of
secondary successional growth are evident.
INVESTIGATION METHODOLOGY
The site evaluation was performed on December 3, 2013. Borings with a hand held auger
were advanced throughout the study area. Observations of landscape (slope, drainage
patterns, past use, etc.) as well as soil properties (depth, texture, structure, seasonal wetness,
restrictive horizons, etc.) to unsuitable features were recorded.
FINDINGS
The most limiting soil property with respect to on -site suitability was depth to rock. The
surface texture is silty clay loam with granular structure. Subsoil texture is predominately silty
clay with subangular blocky structure. The soils were, for the most part, fairly consistent and
would be classified as "Unsuitable" for the installation of a subsurface wastewater treatment
and disposal system based upon the "Laws and Rules for Sewage Treatment and Disposal
Systems", Section .1900 0£ the North Carolina Administrative Code, specifically Section .1943
Soil Depth and .1956 Modifications to Septic Tank Systems.
CONCLUSIONS
TEC is not aware of any subsurface wastewater treatment disposal system (accepted,
innovative, controlled demonstration, etc.) currently approved by the state of North Carolina
that can be used to assist with the development of this property. It is our understanding that
the Cabarrus Health Alliance has denied the issuance of an Improvement Permit for the
subject property as well.
Based upon the aforementioned site limitations, TEC would recommend that direct discharge
or surface discharge options be investigated for this lot.
The findings presented herein represent TEC's professional opinion based upon our soil and
site evaluation and knowledge of the current laws and regulations governing on -site
wastewater systems in North Carolina (Section .1900 of the North Carolina Administrative
Code - NCAC).

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone] )A
Lash Engineering, Inc.
14285
Project Summary for:
Parker: 6177 Waters Edge Drive �'�! .N.
g e DEL VqJ
Cabarrus County, NC. �' 4111111s�
The project is located at 6177 Waters Edge Drive, close to the town of Locust, NC.
in Cabarrus County. There is one home proposed for this system. This lot is
surrounded by a home on either side and across the street. The rear property line is
in the middle of Little Meadow Creek. This is shown on the plan. A direct
discharge system for the wastewater effluent was proposed because of the lack of
adequate available soils either on or offsite. The Watershed Classification for this
area is "C", within the Little Meadow Creek watershed. The system will consist of
a new 1,000 gal septic tank, a new Septitech PreTreat unit, and an Ultraviolet
disinfection unit outside the Septitech unit to sterilize the effluent before it is
discharged into the creek. The Septitech effluent pump is adequate for this
discharge. There is no need for a pump tank.
The local Health Department (Mark Thompson) made a soil's evaluation and
turned down the soils for a subsurface system. The Owner hired an independent
Soil Scientist "Larry Thompson with Thompson Environmental" to make a more
detailed analysis for other types of treatment systems. He determined that the
surface texture is silty clay loam with granular structure and the subsoil texture is
predominately silty clay with sub -angular blocky structure, which concurs with the
findings of the Health Department. A copy of both reports from Thompson
Environmental and the Health Department along with the "Denial Letter" are
included in this submittal.
The proposed system will be designed for 4 bedrooms each at 120 gallons per day.
This will give a total flow of 480 gallons per day. The system will utilize a
proposed 1,000 gallon concrete precast septic tank and a proposed Septitech unit
(M400D-UV) within a 1,000 gallon concrete precast tank with a UV light in

separate enclosure for the removal of pathogens. A cleanout is also proposed at the
exit of the effluent pipe to assist with cleaning. The UV light is located on the
discharge side of the Septitech unit in a self-contained box so the treated effluent is
passing through the light. The UV light is the last stage the effluent passes prior to
being discharged. The head losses of the effluent passing through the UV light are
very minor (negligible). I have included these calculations. Should the UV light
fail to operate, a voltage signal is sent to the control panel and the system is shut
down until the light is operational. This protects the side ditch against the
possibility of treated effluent that has not had the pathogens killed from entering
the ditch system.
The system utilizes a Septitech Control Panel that has been designed -to work for
this unit. The panel is housed within a NEMA 4X enclosure that is setup for the
floats, pumps and internal monitoring of the system. A programmable micro -logic
controller (PLC) activates the recirculation and discharge pumps through a,
program that self. -adjusts these operations based on actual wastewater flow into the
processor (as'monitored by the PLC). The processor constantly evaluates the water
usage and meters out the effluent discharge to the disposal area at the appropriate
interval to assure proper effluent treatment.
The proposed septic tank is made of precast concrete and the proposed Septitech
unit is installed in a precast tank for anti -floatation. Floatation of the tank is likely
not to occur from flooding because of its elevation in relation to the creek but
saturation of the ground could occur creating the possibility. Anti -floatation
calculations are included in this submittal.

Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
RCDENR Application for Coverage Under General Permit
NCG550000
Single Family Residences andlor facilities discharging
< 1000 gallons per day of domestic wastewater
NOTICE OF INTENT
[Required by 15A NCAC 02H .0I27(d)]; [term definition see 15A NCAC 02H .0103(19)]
(Press TAB to navigate form)
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage
N
C
I G
5
5
Check #
Amount
Assigned To:
1. Regional Office contact (Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s) with whom you have met:
Name(s): Michael Parker Date: 2/3/2014
2. Mailing address of owner/operator: (address to which all correspondence should be mailed)
Owner Name Greg Parker
Street Address 6300 Verndale Road
City Charlotte State NC Zip28212 - 2122
Telephone # (H) Telephone # (W)
Cell/Mobile # [phone] Email [e-mail]
3. Location of facility producing discharge: (Iffacility is not yet constructed, give street address or lot #)
Street Address 6177 Waters Edge Drive
City Midland State NC Zip 28107 -
County Cabarrus
Telephone # [phone] Cell/Mobile # [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). Take 1-485 to Albemarle Road (Hwy#24/27); head east to Reed Mine
Road -take a left; proceed to Waters Edge Drive. Lot is about halfway down past cul-de-sac on right.
5. This NPDES permit application applies to which of the following :
® New [term definition see 15A NCAC 02H .0103(16)1 or Proposed (system not constructed)
❑ Existing [tern definition see 15A NCAC 02H .010301)]; If previously permitted by local or county health
department, please provide the permit number
and issue date Click here to enter a date.
❑ Modification; please describe the nature of the modification:
Page 1 of 4 Revised 911113

NCG550000 .New Application
6. Description of Discharge: [Required by 15A NCAC 02H .0105(c)(1)1
a) Amount of wastewater to be discharged:
Number of bedrooms 4 x 120 gallons per bedroom = 480
gallons per day to be permitted
b) Type of facility producing waste (please check one):
® Primary residence ❑ Vacation/second home
❑ Other:
7. Please check the components that comprise the wastewater treatment system:
[Required by 15A NCAC 02H .0105(c)(3)]
® Septic tank ❑ Dosing tank
❑ Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination ❑ Dechlorination ® Other form of disinfection: UV Light
® Post Aeration (specify type) Septitech M400 unit
8. For new or proposed systems only - Please address the feasibility of alternatives to discharging for the
following options in the cover letter for this application:
[Evaluation required by G.S. § 143-215.1(b)(5)(a) and 15A NCAC 02H .0105(c)(2)1
a) Connection to a Regional or Municipal Sewer Collection System.
b) Letter from local or county health department describing the suitability or non -suitability of the site for all types of
wastewater ground adsorption and innovative non -discharge systems. Document the repair potential of the failed
system.
c) Land Application such as spray irrigation or drip irrigation.
9. Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)]
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? Little Meadow Creek - right off of Rocky River
b) Stream Classification (if known):
10. The application must include the following or it will be returned, as allowed by 15A NCAC 02H .0107(b):
a) For Certificates of Coverage:
[r An original letter and two (1) copy requesting coverage under NCG550000.
[]' A signed and completed original and one copy of this Notice of Intent Application.
[Ell' A check or money order for the permit fee of $60.00 [per G.S. § 143-215.3(a)(1b)] made payable to NCDENR.
H14 ❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing service tank will be used).
Page 2 of 4 Revised 911113

NCG550000 New Application
New or proposed facilities must also include:
[r 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.
a Evaluation of connection to a regional sewer system (approximate distance & cost to connect).
❑ Provide a 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological Survey (919-
571-4000) V0'4'Y z4JIF4e -'ear-EX
b) For an Authorization to Construct (ATC) only:, (Note: There is no fee for an ATC)
A letter requesting an ATC
[� Three sets of plans and specifications (required by 15A NCAC 02H .0138) of proposed treatment system (see
Permit Application Checklist and Design Criteria for Single Family Discharge)
N1 ❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing septic tank will be used).
Additional Application Requirements:
✓a) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firm) submitting the application has
been designated an authorized Representative of the applicant, per 15A NCAC 02H .0138(b)(1).
✓b'S If this application is being submitted by a consulting engineer (or engineering firm), 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;" per 15A NCAC 02H .0139.
✓c) If this application is being submitted by a consulting engineer (or engineering firm), final specifications
for all major treatment components must be signed and sealed by a North Carolina registered
Professional Enizineer and shall include a narrative description of the treatment system to be
constructed; per 15A NCAC 02H .0139.
Page 3 of 4 Revised 911113

NCG550000 New Application
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: Janet Kay Parker
Title: Owner
(Please review 15A NOAC 03 1 .0106(c) for authorized signing officials) f
/lr fc1- f ciI".cr
,4i"Jure ofAfiplilantj (Date Signea9
North Carolina General Statute 4 143-215.68 provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other
document fled or required to be maintained under this Article or a rule implementing this Article; or who krnowingty makes a false
statement of rs maieria4 fact in a nr gmaking proceedfrxl or contested case under thfs Article: or who falsifies, tampers with, or
knuwingi'y renders inaccurate arty recording or monfting device or method required to be operated or maintained under this tkatirte
or rules of the Commission implementing this Article, shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10.000). 18 L'.S.C. Section 1001 provides a punishment by a fine'or imprisonment not more than 5
years, or both, for a similar offense.
Application must be accompanied by a check or money order for $60.00 [ter G.S. § 143-215.30)(1 b)l
madepayable to:
Mail this application and one copy of the entire package (with check) to:
NC DEIGN / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Note: The submission of this document does not gtaasarrtee the issuance of an NPDES permit
Page 4 of 4 Revised 911113

Charlotte Ntuth Carolina
s
—
-
1:2.53 L7?0491:
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816 25736460n®
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? 272

Lash Engineering, Inc.
C ivi 1/Consulting/W astewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel ,LashEn in�g com
Lash Engineering, Inc.
February 17, 2014
Joe Corporon
NPDES Permitting Program
Division of Water Quality
Raleigh, NC. 27699-1617
Re: Parker Property; Site Parameters
This site is located on Waters Edge Drive, near Locust, NC in Cabai-rus County and backs up to
Little Meadow Creek. The soils on the lot for the proposed house was been denied by the Health
Department and a denial letter has been submitted with this submittal. In addition, a Soil
Scientist (Larry Thompson) was asked to make a more intensive review of the property and
could not find adequate or provisional soils. The soils are thin, the surface texture is silty clay
loam with granular structure and the subsoil texture is predominately silty clay with sub -angular
blocky structure, which concurs with the findings of the Health Department. The lot is flat with
slightly downward declines toward the creek in the rear. The Owner has consulted with adjacent
land owners and no adequate soil was found that was available.
The lot drains to Little Meadow Creek very close to where the creek discharges in Rocky River.
The watershed is classified as "C" and has approximately 3,120 acres within its watershed.
It appears from our site visit that a direct discharge system is the best option. I have located the
new wastewater system in the rear along the side of the lot on the same side as the driveway; 8'
away from the proposed foundation and more than 50' from the proposed water well. The
treated effluent will be pumped as a demand dose and discharged directly into Little Meadow
Creek.
If I can be of any further service, please do not hesitate to call.
Sincerely,
Michael Lash, PE.

L
Lash Engineering, Inc.
February 17, 2014
Joe Corporon
NPDES Permitting Program
Division of Water Quality
Raleigh, NC. 27699-1617
Re: Parker Property UV Light Analysis
Lash Engineering, Inc.
C ivi UConsulti ng/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel a,LashEn inp eering com
UV lights of a low flow nature are typically a low pressure type, short wave, mercury vapor discharge
tube that produces ultraviolet wavelengths lethal to microorganisms. The low pressure allows the
units to run with less power and thereby generating less heat for longer life of the bulbs. The Emperor
Aquatics UV "High Output Light has been specified for this project.
The spectrum of UV light that is lethal is called UV-C. This includes a wavelength range within 240-
280 nm. A wavelength around 254 to 264 is considered ideal. This lamp is set to 254 nm.
Different microorganisms are extinguished at different doses. The larger "pests" take longer. Fecal
Coliforms are extinguished at near 6600 µWs/cm. This lamp has a range up to 30,000 µWs/cm.
Although there is a wide spectrum of bacteria, viruses and protozoa, most of the "pests" are
extinguished between 2,000 and 20,000. Having a range up to 30,000 µWs/cm, assures that the
germicidal action is most effective across this wide range. For this application, fecal coliforms are
most important, which have a dose requirement of about 6600 µWs/cm. This is well within range.
The glass plays an important function in the effectiveness of the lamp in that the glass can absorb the
UV-C wavelength. The hard quartz glass is most effective and is utilized in the "high output" unit.
An additional coating "L" is added to the glass that adds resistance to "solarization" so that the bulb
remains highly effective for longer periods.
The Emperor Smart HQ UV Light has been submitted for review because of its ability to be installed
in the vertical or horizontal position. It clearly has the UV qualifications to be effective. The
requirements for vertical placement are spelled out in the installation guidelines with a warning to
insure the power head is above the water line. The power unit cannot be submerged. This note has
been added to the plans. This unit is acceptable for use in this application and is accepted for use on
this project.
Sincerely,
Michael Lash, PE.

r SalviegW=UwaWPtablgw-Awl.hTedindop
System Description
SeptiTech has made a recent change in the preferred manufacturer of ultraviolet (UV)
disinfection system for use in systems that require disinfection prior to discharge. The
reason for the recent change is that the manufacturer of the UV unit previously used
(Siemens Sunlight Systems UV) has been discontinued by the manufacturer and is no
longer available.
Therefore, SeptiTech has chose to use the Emperor Aquatics Smart High Output UV
Sterilizer model 025050/50. This unit is rated at the following specifications:
Water Flow Rate: 1,560 —1,980 gph (26 — 33 gpm)
Ouput: 30,000 µWs/em2
Operating pressure: 20 psi
Voltage: 120 VAC @ 60Hz
No. Lamps / Watts: 1 lamp @ 50 watts
The UV unit is rated for 26-33 gpm at 20 psi operating pressure. SeptiTech will provide
a flow restr-ictor and pressure regulator on the discharge of the pump in order to ensure
that the operating parameters and not exceeded during operation.
A technical cut sheet, installation guide and operation and maintenance manual from the
manufacturer have been provided as part of this memo.
Control and Alarm
The operation of the UV unit is the same as it was previously for the Siemens Sunlight
Systems product. The control panel is outfitted to provide power to the UV unit along
with a current sensor. Power to the UV unit is on all the time as long as power to the
control panel is provided. The current sensor is used to detect that current is being drawn
from the UV bulb. If the bulb was to fail to operate, current would no longer flow to the
bulb, and an alarm would be triggered at the control panel as the current sensor would no
longer detect current flow.

Frictional Losses
Frictional losses through the UV unit are minimal since the UV chamber is larger than
the discharge piping used with the discharge assembly. The UV unit has 2-inch inlets
and a 5-inch chamber. Based on calculations using factors from Cameron Hydraulic Data
handbook, the total frictional head loss assuming a flow rate of 30 gpm is 0.00856 ft
(assumed to be negligible). Head loss calculations are attached.
ATTACHMENT A:
Technical Cut Sheet
ATTACHMENT B:
Installation and Operation & Maintenance Manual
ATTACHMENT C:
Friction Loss Calculations

Applications:
Fish Culture- -
Live Seafood Holdng Syste s _
n Aquanurn/Exhibits -
Mammal/Reptile/Avian Bathing Pools Ll�$
Water Features —
Function:
Clarification (Waterborne Algae Control)
Ha mful P2thogen Disinfectant
" Ozone Destruetio; n �r..OT I
wwrl�­­
Pond, Aquarium, Exlfthlt, Research & Aquac lture
SMART UV...The Professional's Choice!
More animal husbandry and aquatic professionals choose SMART UVs over
competing UV brands because of our substantiated performance information,
effective product design and overall quality. With over thirty models to choose
from, Emperor Aquatics, Inc. has the right SMART UV to fit your application.
Size — Our SMART UV design always considers the lamp's UV C output and
length, while most competitors ignore these critical performance factors. This
explains why, in most cases, our equipment is physically larger.
Advantages:
Models shown with '
optional mounting damps
SURATS18rufflu
H�
Sterilizer
Lamp Position — Our lamps are always positioned entirely between the inlet and
outlet water ports, utilizing the lamp's full arc length to its maximum potential.
Lamp Life — Long -Lasting GPH/T5 (Low-Pressure/Standard-Output) & T5 (Low
PressurelHigh-Output) UV lamps offer 9,000 hours of continual operation equals
>80% efficiency at end of lamp life. These lamps use a specially coated "L" type hard
quartz glass that extends the life of the lamp while preventing the build-up of nitrogen
by-products (scaling) on the lamp's outer surface (Scaling diminishes UV-C transmit-
tance). These nitrogen by-products are a problem commonly associated with ozone
producing "VH" type glass UV lamps.
Water Flow Rates — SMART UV flow rates represent the equipment's true capacity,
which considers the lamp's UV-C output lamp length, exposure chamber's inside
diameter, and UV transmissibility for specified UV dosages as per our specification
charts.

Section I hrce ....... .......... .............. . . . . . . . ........... . ............
25
2" Wai"CWflight & UL Ustead
Models for Small Ponds, Aquariums, and Research Applications
-,,_,Water Flow Rate Water Flow Rate
No.
Algli'dWBacteria
Protozoa
Model No.
Maximum
Maximum
Lamps
30,000 pws/cmz _�-_180
000 pWscrrizInput
Output Dim.
Inlet
Input
/Watts
Pond Size Aquarium Size
/Watt
Suggested/Ma9mum a&i!?Ium Watts Watts (Inches)
/Outlet
Voltage
0218/18
1,100 Gal.
60 Gal.
1/18
�249,49/_356GPH
-'37 GPR160 GPH
:5:':-21.75"x25':
1.5.Umon:.
120VAC50/66Hz
02225/25
1,700 Gal.
90 Gal.
-4-125
-332 GPH/554 GPH,
55, GPH/92 GPH
25 2 5"
1.5'.-Union
120VAC 50/60Hz
02240140
21900 Gal.
_160 Gil--
1/40 -
-..'589 GPW983 GPH
:98 GPHj1 64 GPH
:-.40 ..._14, .44�75—iY'S'--1--5!tUhion.:-'-.120VAr.50/60Hz
02280/80
5,9�00.Gal.`
330 Gal.
2/40
:1,178 GPH/1,967 GPH
196 GPH/328 GPH
80 28 44.75"x14"
1.5"Union
120VAC5001-1z
0 Indicates popular models
Also Available with Quartz Sleeve Wipers
Adapter Fittings are not included
WU4,44�&M a %L" Lia, its
3 T
3" Diameter UV Houshng, Wale light 8, UL masted
Mode�wpr Moderately Sized Ponds, Aquariums, and Exhibit/Research Applications
Water Flow Rate Water Flow Rate
. 7
No. Algae & Bacteria
Protpzoa=---� UV{
Model No.
Maximum
Maximum
[a­mj5s­__30 000 PWs/cm;!
6C 0 pWS/CM2 Input Output
Dim.
Inlet
Input
/Watts
Pond Size Aquarium Size
/Watt Sugggs /M .04 aximurni
Suggested/Maximum Watts Watts
(inches)
/Outlet
Voltage
02025/25
2,400 Gal.
130 Gal.
15PH/78EIGPH :
... 8
A-S"Union
'12oVAC 50/60Hz
020.40/40
4,700 Gal.
2fiGA&Jl-___
. . ......
1140 -.943,014.11,57AGPI-I
-157GPI­Jn22
43.75"x 3
13" Union
- �'j MAC
n6*
0 5/65'
Gates �80 Gal.
8,600 a
1/6 5 -::1,710 GP"n,455.GPH
285 GPFV.476 GPH 65�­_25
-.70_5"-X 3.5" -
— ...
.1 _5' Union-:
: .... .
:120VAC,50/6OHz
.02080/80
40� Gal.
1
530 Gal.
2/40.` 1885 GPH,%il48 GPH
...... .
GP 80 .28. :_44_J5_'x 15 5"
�14QH/525.0­1 ...
-1.5"Union
...... .
120VAC 50/601-1z
621�3DEL
17,100 Gal.
960 Gal.
1 2/65 3,420GPH/5,711GPH -':.
570 GPFV952 GPH 130 50. -�:371_5"xl5
or)..
120VAC50/601-1z
7--
0 Indicates popular models Also Available with Quartz Sleeve Wipers
All models —include Adapter Fittings
5" Dimnater UY Housing, lWom-ligibit 8; Ul_ Listed
Models for Large Ornamental Ponds, Water Features, and Exhibit/Research/Aquaculture Applications
Water Flow Rate
Water Flow Rate
No. Algae & Bacteria
Protozoa UV_C
Model No. Maximum Maximum
Lamps 30,000 pWS/CM2
180,000 pWS/CM2 Input Output Dim.
Inlet
Input
/Watts Pond Size Aquarium Size
/Watt Suggested/Maximum
Suggested/Maximum Watts Watts (inches)
/Outlet
Voltage
-.0 4.
Q 025080/80
10,800 Gal. 600 Gal.
Amo 2,700 GPH/3,600 GPH. :.:.-450
GPW600 G3PH :8'0 ::26 �43..
7' Union
I 26VAC �01601­lz
...... ....
13,800 Gal. 770 Gal.
1.11.20...3,84 GPH/4,600 GPH,
640 GPH/767.GPH -!120.::
2'kUnion .:;120VAC50/601­lz
0 0251501150
19,100 Gal. 1,060 Gal.
11150 5,040 GPH/6,360 GPH
840 GPH/1,060 GPH 150 47..:.-:70'x5.75"
2"_Union ,-.A
20VAC 50160Hz
Co Indicates popular models Also Available with Quartz Sleeve Wipers
Adapter Fittings are not included
-)aw
_Aiffb_
-WE
alp �wym
Qlkk
�
*ta
An" DM!ne:t_-,rjjJV g, Yff Housinaterilght & UL Usted
arg
Models for Large Ornamental Ponds, Water Features, and ExhibittResearch/Aquaculture Applications
Water Flow Rate
Water Flow Rate
No.
__.,*9ae & Bacteria
Protozoa -,-UV c
Amps
Model No.
Maximum
Maximum
Lamps
30,660W-5/cm7
180,000pWs/gm?-­'_Input Output
Dim.
Inlet
Max Load @
/Watts
Pond Size
Aquarium Size
/Watt
Suggestecl/MaximuM­Sug
gested fCaximum Watts Watts
(inches)
/Outlet 120/230VAC
02501001100 i
7,700 Gal.
430 Gal.
_GPH ----.:100 26:
.-37-�x11' -::::3'!UnIon
1.15/0.5
0250160/160
16,200 Gal.
900 Gal.
W80_.i7__4;320:GPH15,400 GPH
720 GPW900 GPH �OO .52 _:a:
54"k 11".
AJS/0-5
02502401240
21,800 Gal.
1,21i[)Gal­�
"2/12 0
_--.5,820GPH/7,260GPH. :-.:.970GPH/.1,210GPH
:::240 '�-_qo
.....
:66"xll"
... ...
18"Union-4.
.. ....
A510.5
2 0 . . 50 . 300*/30 - 0-*.'
j36,000Gal. _,._,,-2-
,0 Gal.
2/150 ..0,600
GPH/1 2,000 GPH
1,600 GPH/2,000 GPH 3o0 110
1f0--xj1-
:.3'.Union
1.85/0.85
Input Voltage on all mod616­-1201230VAC 50/60Hz
Water Flo}V. RAes are based on: 90% UV Transmissibility
Suggested = UV Lamp @ 80% efficiency (after 9,000 hours of continuous operation) Aquarium & Pond Sizing is based on:
-4iaximurri = UV Lamp Power@ 1001A efficiency (new condition) Maximum Aquarium =single pass/1 hour@ 'Maximum" flow rate for Protozoa

a rb
t
°
,��"s
-ax°2'nd-r..a't, -
HZ
-i ��
�+.�`.'.,
_it.-_ .° iFY•v.,•w�-...o-
lI
J
I
k I 1
OPERATING AND SERVICE INSTRUCTIONS- - —
ITEM #02934-INS-SMARTUV

Hi DNsterilizer-
TBVLite lS lT _sterilizer-lS T
OPERATING
AND SERVICE INSTRUCTIONS
Congratulations on the purchase of your new SMART UV, we
want you to be safe and successful with our equipment so please,
read our instructions prior to installing and operating this equipment!
Section One: SAFETY RULES FOR ALL SMART UV MODELS - pg. 1- 2
Section Two: UV STERILIZATION FEATURES AND SPECIFICATIONS - pg. 2 - 5
Section Three: WHAT IS ULTRAVIOLET STERILIZATION - pg. 6
Section Nine: ELECTRICAL REQUIREMENTS - pg. 15 - 16
Section Ten: UV LAMP INSTALLATION- pg. 16 - 17
Section Eleven: QUARTZ SLEEVE WIPERS - pg. 17 - 19
Section Twelve: SMART UV INSTALLATION/OPERATION - pg. 20 - 25
Section Thirteen: SMART UV WINTERIZING - pg. 26
Section Fourteen: SMART UV MAINTENANCE - pg. 26 - 27
Section Fifteen: SMART UV REPLACEMENT PARTS - pg. 28 - 31
Section Sixteen: TROUBLESHOOTING - pg. 32
Section Seventeen: CONTACT INFO - pg. 32
Warranty - pg. 33
Other Emperor Aquatics, Inc. Products - pg. 34 - 35
For pond calculating measurements and essential water quality parameters please
visit us at: www.emperoraquatics.com

IMPORTANT SAFETY INSTRUCTIONS PLEASE READ PRIOR TO
INSTALLATION AND OPERATION
WARNING TO GUARD AGAINST INJURY, BASIC SAFETY PRECAUTIONS
SHOULD BE OBSERVED, INCLUDING THE FOLLOWING:
Water t i i i d electricity can be dangerous combinaUon.
Helpus
ensure your safety
PLEASE READ € O L i_ OWALL SAFETY INSTRUCTIONS.
DANGER: WARNING -Ultraviolet light is damaging to your eyes and skin!
Do not handle or stare at an operating. UV lamp. Note that the UV light rays are
invisible to the human eye and precautions should be taken to prevent UV energy
from entering the eyes.
IMPORTANT: READ AND OBSERVE ALL IMPORTANT NOTICES AND LABELS
ON THE UNIT.
IMPORTANT: For Your Safety - The quartz sleeve and or the UV lamp in this
product may, have been broken or damaged during transit! It is therefore
ESSENTIAL that the unit be CAREFULLY INSPECTED BEFORE CONNECTING
TO ELECTRIC POWER (See Section Five)
WARNING: Do NOT exceed 20 PSI (Pounds Per Square Inch)
DANGER: To avoid possible electric shock, special care should be taken since
water is employed in the use of this aquarium and pond equipment. For each of
the following situations, do not attempt repairs yourself. ,Call EMPEROR,
AQUATICS, Inc. customer service department at 610-970-0440 Ext. 0 for
services or discard the appliance. .
DANGER: If the unit falls into. the water, DO NOT REACH FOR IT! First unplug
it and then retrieve it. If the internal electrical components of the unit get wet,
unplug the unit.immediately;
DANGER: If the unit shows any sign of water leakage, immediately unplug it from
the power source.
IMPORTANT Carefully examine the unit after installation. It should not be
plugged in if there is water on any part not intended to be wet.
DANGER: Do not operate this unit if it has a damaged cord or plug, if it is mal-
functioning, or if it has been dropped or damaged in any manner.
1

IMPORTANT Close supervision is necessary when any appliance is used by or
near children, and our equipment is no exception.
IMPORTANT. Always unplug the unit from an electrical outlet when not in use,
before servicing, cleaning or removing parts. Never yank the cord to pull the plug
from the outlet. Grasp the plug and pull to disconnect.
IMPORTANT: SMART UVs are designed for low-pressure water applications with
or without aquatic livestock. DO NOT use the EMPEROR AQUATICS, Inc.
SMART UV for any application other than its intended use. The use of
attachments not recommended. or sold by Emperor Aquatics Inc. may
cause unsafe conditions and possibly void any warranty.
IMPORTANT: This unit must be wired in conjunction with a properly
grounded, ground fault interrupter circuit (GFI).
Only (3) three wire grounded cables suitable for outdoor use should be used to
connect this unit. If joining cables for outdoor use, a suitable watertight cable
connector must be used. If an extension cord is necessary, a cord with a proper
rating should be used..A cord rated for less amperes or watts than the
appliance's rating may overheat. Care should be taken to arrange the cord so that
it will not be tripped over or pulled. (If in doubt consult a qualified electrician)
Section Two: UV STERILIZATION FEATURES AND SPECIFICATIONS
Our GPH T 5 and T 6 low pressure mercury vapor germicidal lamps, convert
approximately 40% of their electrical input watts into UV C output watts within the
germicidal action spectrum (meaning 40% of electricity used is converted into use-
ful germicidal UV light), the highest UV-C output conversion among all UV lamps.
SMART UV FEATURES
• UL listed for indoor and outdoor use, fresh and salt water use.
• Long lasting GPH/T5 and GPH/T6 UV lamps (9,000 hours to 80% efficiency).
• Protective Quartz Sleeve (maximizes UV lamp output and safety)
• Watertight Design
• Easy -to -Remove Power Assembly -A
• Remote Power Supplyr�
• UV Resistant High Density
Plastic UV Housing
(Lifetime warranty against UV degradation)
• Utilizes the UV lamp to its maximum potential
(maximum UV exposure)
• Non -UV Transmitting Clear Lamp Viewing Ports
Specifications Charts
(See pages 3,
2

SMART High -Output UV Sterilizer Models
edvls�tefillzer
Water Flow Rate
Water Flow Rate
No.
Algae & Bacteria
Protozoa
UV-C
Model No.
Maximum
Maximum
Lamps
30,000 ^/cm�
90,000 pWs/cm'=
Input
Output
Dim.
Inlet
Input
/Watts :
`-Pond Size
Aquarium Size
/Watt
Suggested/Maximum
Suggested/Maximum
Watts
Watts
(Inches)
/Outlet
'Voltage
02508OI811
' 10,800 Gal.
900 Gal,
il8i1
1 00 GPH/3,600 GP k
.900 GF'Hf f r20Q'G!�'H
80
26; ;
43". x 5.7�"'
::2"' tJriiori
:120V1 C 50%60Hz
025120%120 . `.'
13,$00 Gal.
1,200 Gal.
0840GP/460GP
.160GPH/1,560.
120
1x20VC 50/6OHz
19,000 Gal.
1,600 Gal.
1/150
!
.:5,0'40GPH/6,36..0 GPH
1,680'GPH/2100 GPH.
10
.70
x'S
2":Uii�
1`20VAC 50/60Hz025150/150
025050-W/50`
5,900 Gal.
500 Gal.
1 /50
-1,560 GPH/1,980 GPH
540 GPH/720 GPH
50
16
28" x 5.75"
2" Union
120VAC 50/60Hz
025080-VV/80
10,800 Gal.
900 Gal.
1 /80
2,700 GPH/3,600 GPH
900 GPH/1,200 GPH
80
26
43" x 5.75"
2"' Union
120VAC 50/60Hz
025120-W/120
13,800 Gal.
1,200 Gal.
1/120
3,840 GPH/4,600 GPH
1,260 GPH/1,560,GPH
120
36
56" x 5.75"
2" Union
120VAC 50/60Hz
025150-W/150
19,000 Gal.
1,600 Gal.
1/150
5,040 GPH/6,360 GPH
1,680 GPH/2,100 GPH
150
47
70" x 5.75"
2" Union
120VAC 50/60Hz
WARNING: Do NOT exceed. 20 PSI (Pounds Per Square Inch)
Note: PVC Adapter Kits not included (but available separately)
"Suggested" Water Flow Rates are based on UV Lamp End of Useful Lamp Life, 9,000 hrs. @ 80% output. Maximum dater Flow Rates
are based on New Lamp Condition. All water flow rates incorporate a 90% UV transmittance factor, considering "Green Water" conditions.

EMPEROR AQUATICS, INC.
SMART HO UV STERILIZERS EXPLODED PA aTS VIEW DIAGRAIM
FOR MODEL Vs� 025080, 025120, & 025150 UV STERILIZERS &
FOR MODEL Vs 025050-W, 025080-W, 025120-W, & 025150-W UV STERILIZERS
18�p [gip
o-I o--1
Zt} (�)-t L05
19
r
1. UV Lamp
2. 4-Pin Lamp Connector
3. Black Power Supply Jamb Nut
4. Gray Power Supply Adapter
5. Power Supply Cord
6. Power Supply Module Assembly
7. Black Retaining Nut
8. Power Supply Gasket
9. Clear Quartz Sleeve Retaining Module
10. O-Ring for Clear Quartz Sleeve
Retaining Module
11. Quartz Sleeve O-Ring
12. Quartz Sleeve Gasket
13. White Quartz Sleeve Gasket/0-Ring
Retaining Nut
14. Quartz Sleeve
15. UV Sterilizer Housing
16. Water Inlet/Outlet Union O-Ring
17. Water Inlet/Outlet Union Socket Half
18. Water Inlet/Outlet Union Retaining Nut
19. Quartz Sleeve Wiper Module (w/ wiper only)
20. C-Clips (w/ wiper only)
21. Quartz Sleeve Wiper Rod (w/ wiper only)
22. Wiper Rod Handle Stop Nut (w/ wiper only)
23. Wiper Rod Handle (w/ wiper only)
L � !
D
SMART 1.10 UV UV Lamp Quartz Sleeve Pcwer Supply Lamp Connector Gasket Service
Watts/Model No. Part No. Part No. Part No. Part No. hit Part No.
80 Watt/025080 20080 20340 20105/202120-1 20077 20375
120 watt/025120 200120 .203120 20105/202120-1 20077 20375
150 Watt/025150 200150 20365 202150-1 20077 20375
NOTE: CI-arQuartzSleeve Retaining Module r20G03, Vvhite Quartz Sleeve Retaining Nut a20079, both fit all
S, tART UV Steril zer hfodets as well as all Sb4ARTNG VV Sterilizers.
31

CAMERON
HYDRAULIC DATA
A handy reference on the subject ®f hydraufics,
and steam
Edited by
C. C. Heald
Eighteenth Edition
Tbird Printing
Price
$30-00
Ingersail-Dresser Pumps
Liberty Corner, NJ 07938
Visit our website a(. wwwAlptinip-co",
i

14 Ingersoll -Dresser pumps Cameron Hydraulic Data
Friction of Water (Continued)
Friction losses in Pipe Fittings
Resistance coefficient K use in formula hr = K V
z
2q
m
N
O
M
C
m
n
6
O
N
N
O
Om
ly
O
N
P
O
N
P
O
(O�
N
O
N
O
W
m
O
IOC
N
O
P
O
M
<
O
N
O
N
o
P
^o
0
d
o
N
N
O
N
O
N
O
N
N
d
Nl
N
N
�
N
m
O
O
N
o
tND
O
N
O
N
O
C
Eo
Y
m
mo
P
n
M
Z
N
m
o
m
G
n
o
c+oi.
0
0
a
0
IR
0
m
io
0
m
o
q
d
Q
O
O
O
O
O
v
m
m
o
io
m
n
o
O
N
O
O
O
P
W
v
m
v
m
m
o
m
o
c�
m
m
m
v
W
LL
i J v -L
4
J
1
W
C
T+
o
N
>_
>
>
m
rn
rn
m
Fi-iction—Mitex-Pinp.. Fiti•incrc
Friction of Water (Continued)
Friction losses in Pipe Fittings
Resistance coefficient K use in formula hr = K 2q )
N
I
m
N
t`
N
�
�-
C
N
N
C)
V
V
�
ui
O
m
N
O
O
m
O
Cl
m
V
N
m
O
O
O
O
O
O
o
O
O
o
o
O
O
O
o
O
O
O
O
O
O
jW
O
m
m
N
W
I�
m
N
m
m
W
N
N
N
m
t7
QQ
V
W
V
N
IN
O
m
to
W
m
O
N
O
O
O
N
c�
N
N
N
m
h
N
O
O
O
O
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
O
o
f`
N
W
N
N
N
f7
P
P
N
Y'I
m
f�
0
0
N
17
m
W
m
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
O
C
O
O
O
O
N
1�
o
0
o
m
m
N
rp
O
M
o
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o
C]
O
O
O
O
N
O
O
O
O
O
O
O
O
O
O
o
o
o
m
O
O>
O
N
m
V
N
O
O
V
Of
m
N
m
m
q
t�
v
m
C1
m
N
P
N
O
N
N
N
N<
C
o
119
0
iA
0
m
o
f\
0
n
0
W
0
0
O
o
O
N
o
P
G
m
0
O
.-
.y
a
N
O
W
m
m
N
N
C)
P
m
m
Cq
�
a)
O
C)
N
�D
m
1-
m
m
0
0
q
O
O
O
O
G
O
0
0
0
0
0
0
0
0
0
0
0
6
.-
c
Z
Y
W
pp
0
0
0
0
0
0
6
o
0
o
o
o
0
0
0
0
o
o
DI-1
O
N
P
m
N
V
N
N
N
N
m
N
m
CJ
o
O
Im
1�
o
m
W
m
I�
6I
O
O
O
�'•
Cl
0
P
W
m
N
O
O
O
O
O
O
O
O
O
o
0
o
r•
O
o
o
o
o
0
O
P
P
N
t7
P
V
m
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E**
ITT
Wastewater
Goulds Pumps
LSP03/LSP07 SumpPumlpz
fit
.�
LSP07
IL ® _
■ Corrosion -resistant construction.
■ Stainless Steel motor casing and fasteners.
■ Glass -filled thermoplastic impeller and
casing.
■ Upper and lower heavy duty ball bearing
construction.
■ Motor is permanently lubricated for
extended service life and is powered
for continuous operation. All ratings are
within the working limits of the motor.
■ Hard coated 400 series stainless steel
shaft for improved corrosion resistance.
LSP03AV ■ Float switch is adjustable for various
liquid levels. Easily removed for direct
pump operation or switch replacement.
■ Complete unit is lightweight, portable
and easy to service.
■ Available in manual and automatic ver-
sions. See next page for specific order
numbers.
MGOULDS PUMPS
Goulds Pumps is a brand of ITT
Residential and Commercial Water.
www.goulds.com
Engineered for life
■ A double labyrinth lip seal system pro-
tects the motor. It consists of three lip
seals and a V-ring in addition to an im-
peller counterblade system which keeps
solid particles away from the seal unit.

CAI
ITT
APPLICATIONS
Specially designed for the following uses:
• Basement draining
• Water transfer
• Dewatering
SPECIFICATIONS
• Discharge size: 1112" NPT.
• Capacities: to 57 GPM.
• Maximum head: 34 feet TDH.
• Max. solids: W spherical
• Temperature: 1040F (40°C) maximum liquid
temperature.
• Maximum pump submergence_ is 10 ft. for LSP03;
16 ft. for LSP07.
MOTOR
• Single phase, 3450 RPM, 60 Hz
• LSP03, Y3 HP, 115 V, 2.9 maximum amps.
• LSP07, 3/4 HP, 115 V (7.1 amps) or 230 V (3.5 amps).
• Built-in thermal overload protection with automatic
reset.
• Permanent -split -capacitor type.
MODEL INFORMATION
GOULDS PUMPS
Wastewater
• Class B insulation.
• Stainless steel shaft..
• Air filled design.
• Power cord length: LSP03; 10 feet standard, 20 feet
optional, LSP07; 20 feet.
FLOAT SWITCH OPTIONS
■ Models are available with a float switch. Several op-
tions for automatic operation.
■'AV" models are supplied with a vertical float switch.
■ "A' models are supplied with a built in float switch.
■'AT" models are supplied with a piggy -back replace-
able float switch.
AGENCY LISTING
Canadian Standards Association
®
File #LR714251
c us
UL
Underwriters Laboratories
File #83318
Goulds Pumps is ISO 9001 Registered.
Order No.
HP
Volts
Amps
Minimum
Circuit
Breaker
Phase
Float
Switch Style
Cord
Length
Discharge
Connection
Min.
On
Level
Min:
Off
Level
Minimum
Basin
Diameter
Maximum
Solids
Size
Shipping
Weight
Ibs/kg
LSP0311
1/3
115
2.9
10
1
Plug / No Switch
10,
11/2°
Manual
Manual
T
V
11 / 5
LSP0311A
Built -In Wide Angle
11"
5"
12"
LSP0311AT
Piggyback Wide Angle
11"
5"
12"
LSP0311AV
LSP0311 F
Piggyback Vertical
8.5"
2"
12"
Plug / No Switch
20
Manual
Manual
9"
LSP0311AF
Built -In Wide Angle
11"
5"
12"
LSP0311ATF
Piggyback Wide Angle
11"
5"
12"
LSP0711 F
3/a
I
115
7.1
10
1
1
Plug / No Switch
20'
1
11k"
Manual
Manual
9"
a/s"
15 / 6.8
LSP0711AF
Built -In Wide Angle
12,5"
6.5"
12"
LSP0711 ATF
LSP0712F
Piggyback Wide Angle
12.5" 1
6.5"
12"
230
I
3.5
I
Plug / No Switch
Manual
Manual
9"
LSP0712AF
Built -In Wide Angle
12.5"
6.5"
12"
LSP0712ATFI
1 Piggyback Wide Angle
12.5"
6.5"
12"
2

FEET
35
30
25
u
Q 20
0 15
O
10
5
0
1
GOULDS PUMPS
Wastewater
MODEL: LSP03, LSP07
SIZE: Va" SOLIDS MAX.
RPM: 3450
i
E
j �
! HP: 'yand 3/4
LSP07--�, __—
q
-!
I
0 10 20 30
CAPACITY
COMPONENTS
Item No.
Description
1
Casing
2
Impeller
3
Suction strainer
4
Shaft seal with cover
5
Motor
6
Ball Bearing
7
Capacitor
8
0-ring
3
7
8
6
5
6
4
1
2
3
40 50 GPM

ITT
DIMENSIONS
(All dimensions are in inches and weights in lbs. Do not use for construction purposes.)
F
H
LSP03
93/4
75A
LSP07
1 VA
9Ys
LSP03AV
93/4
71A
POWER CORD:
16/3 SJTW WITH THREE PR1
GROUNDING PLUG
6'/s" DIA
21/a"
.L
1'/2" NPT
DISCHARGE
F
H
MIGOULDS PUMPS
Goulds Pumps and the ITT Engineered Blocks Symbol are
registered trademarks and tradenames of ITT Corporation.
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
BLSP03 August, 2006
© 2006 ITT Corporation
Engineered for life
Wastewater
=I

RE: Sewer Availability Letter
Subject: RE: Sewer Availability Letter
From: Sila Vlachou <[e-mail]>
Date: 2/18/2014 10:38 AM
To: "Michael Lash, PE." <[e-mail]>
Mr. Lash:
There is no available sewer by Stanly County Utilities at 6177 Waters Edge Drive.
Please let me know if you have any further questions or concerns.
Thanks,
Sila Vlachou
Project Compliance Coordinator
Stanly County Utilities
1000 N. First Street, Suite 12
Albemarle, NC 28001
Office: 704-986-3686
Fax: [phone]
Cell: 704-806-3983
[e-mail]
From: Michael Lash, PE.[mailto:[e-mail]]
Sent: Tuesday, February 18, 2014 10:07 AM
To: Sila Vlachou; Sila Vlachou
Subject: Sewer Availability Letter
I hope your doing well. Its been awhile since we spoke. Didn't know which email to use so sent this to
both.
I have attached a Cover Sheet with a Site Plan and Vicinity Map and an USGS Map showing a lot at 6177
Waters Edge Drive. The Health Department has turned the lot down for a septic system and we are
requesting a permit from the State for a direct discharge. The State requires that I submit evidence that
there is no public sewer available to the lot.
I think this is in your jurisdiction but I'm not sure
looked it up.
A response by email is acceptable.
Please call if you have any questions.
Thanks,
Mike
L , ri it�lrrir� 1, Ino,
Michael lash, PE.
704-847-3031
[e-mail]
I know its not in Harrisburg as Derek has already
1 of 2 2/18/2014 12:46 PM

r�
11104
CO
I J. i
�� `~ti 7 �, ;✓ :� Little Meadow Creek
r DWR Index No. 13-17-14
DWR Classification - C
C__

Tim Barbee
Driller Service, Inc. — Hickory
1800 Highland Ave
NE Hickory, NC 28601
March 3, 2009
Dear Mr. Barbee:
I am writing this letter to inform you that Michael Lash, P.E of Lash Engineering, Inc is
certified to design treatment and disposal systems using the SeptiTech, LLC line of
pretreatment processors.
Regards,
0
Joshua Cobb, P.E.
Design Engineer
70 Commercial Street, Suite 3
Lewiston, Me 04240
[phone]

w*NOTE—SQUARE
ACCESS FOR
CONCRETE RISER OR
OPTIONAL PLASTIC 107'
20' ROUND RISER
CAST—] N 102'
2 ' 4' 21.
--17'---I
VENT
55' 50' L17' j
3' OR 4'
OUTLET BOOTS
L15'—J ON OUTLET END
ONLY
TOP VIEW
xxNOTEi ALL MEASUREMENTS ON TOP
VIEW ARE TO WIDEST DIMENSIONS
NO BOOTS ON
SIDE INLETS,
USE CONCRETE
KNOCKOUTS
{-- 65' —
INLET
O9' AIRSPACE
54h'
TO BOTTOM 67' —
OF 3' INLET
54'
TO BOTTOM
OF 4' INLET
SIDE VIEW
c
105'
100'
4'
31'
OUTLET
SHOAF PRECAST SEPTIC INC.
MODEL:MS 1WOSTB
ft® /� C ^e7
!li® G �ITRAFFIC
NON ! r7!'�1f FIC
ION Gallen Septic Tank
4130 WEST US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
WWW.SHOAFPRECAST.COM
SHOAF-1000 NON TRAFFIC RATED
STB-760 NON TRAFFIC
LIQUID CAPACITY-1039 US GALLONS/9 J' AIRSPACE
TANK HEIGHT-66'
BOTTOM OF TANK TO CENTER OF INLET-56'
BOTTOM OF TANK TO CENTER OF OUTLET-54'
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-3' OR 4' PIPE
TYPE OF INLET & OUTLET—POLYLOCK OR EQUAL (MEETS ASTM C-923)
CONCRETE PSI-4000j TANK WEIGHT-8,500 LES.
REINFORCING PER STATE CODE
2 33' S0
WwNOTE — TEE
NOT SUPPLIED
THROUGH
52' TO BOTTOM OF 4' OUTLET
52 1/2' TO BOTTOM OF 3' OUTLET
SCALE — N.T.S.
a
3�-
4'
66' 59' .
FLOW
THROUGH
END VIEW J3�
L---�— 4 3' --J
5
55'
STATE
APPROVAL #
SHOAF-1000
STB-760
1' BUTYL RUBBER
MASTIC SEALANT
CONTINUOUS IN
JOINT

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July 8, 2014
Memo To: Derek Denard
From: Michael Parker v
Subject: Gregg Parker Residence (proposed)
General Permit No. NCG551623
Cabarrus County
This Office has conducted a review of the subject SFR permit application received in this Office on July
2, 2014. Specifically, Mr. Parker has applied to install a pre-fab wastewater treatment system to serve a proposed
4-bedroom on a lot of approximately 1.85 acres. The lot proposed for this system is in an existing development
with homes located on either side of the subject lot. The lot is also split almost evenly by the 100-year flood
plain. The local Division of Environmental Health (DEH) Office and a licensed soil scientist have determined the
site to unsuitable for any type of ground absorption system.
The applicant proposes to install a Septitech WWT system to treat the wastewater generated by this
residence and discharge the effluent to Little Meadow Creek (7Q10/30Q2 unknown). It is also unclear as to
whether the Septitech system proposed for this residence has been vetted by the Division as being acceptable for
use as a SFR wastewater treatment system. A quick glance of the Septitech web site found a past study that
reflected effluent results that at optimum operation may meet certain stream effluent criteria, however, it is
important to note that the manufacturer markets the Septitech system as residential pretreatment for subsurface
disposal and not surface discharge. Additional information on the acceptability of this technology for surface
discharge should be obtained by the Division prior to authorizing the use of this treatment process.
Allowing the issuance of SFR permits on undeveloped lots imposes added pressure on the Division.
Many lots sit undeveloped because they have poorly draining soils, topographical constraints such as in flood
prone areas (as in this case), or they happen to be located adjacent to a water supply reservoir where direct access
to the reservoir (via pipe) is not allowed by the regulating utility company. This Office has historically denied all
SFR applications except in cases where there was an existing residence and DEH as well as other outside soil
experts had documented that there were no surface or sub -surface non -discharge alternatives. In most cases,
there are generally good reasons why certain lots sit empty for years in built -out developments — there is no
acceptable subsurface means of handling the disposal of the wastewater generated from a residence built on the
property. Typically, these lots are offered for sale at substantially cheaper prices than adjacent lots where
conventional septic systems have been approved by DEH. Eventually, these marginal lots with poor soils or
other topographic issues become attractive to prospective homeowners, and many are willing to ignore their due
diligence and buy the property in the hope that they can get some kind of disposal system permitted. Fortunately,
some prospective homeowners do not enter into a contractual agreement on the property, so their inability to
obtain a SFR permit does not pose an economic hardship. However, a number of cases have come through this
Office recently where sufficient soils information existed prior to the sale of the property that documented the
existence of poorly drained soils or severe topographical constraints and the buyer continued with the purchase of
the lot without the assurance of a permanent wastewater disposal option. To allow the proliferation of SFR
discharges where there is no documented evidence of a failing septic system I believe is contrary to the intent of
the NPDES and SFR program. As an agency, we should be able to offer wastewater disposal alternatives to SFRs
where evidence exist of failures and/or environmental hazards, but we should not be encouraging the developing
community to consider SFR discharges for vacant lots just because on -site disposal options do not exist. Such
being the case, this Office recommends denial of the subject SFR application.
/mlp